id	sid	tid	token	lemma	pos
fis-3252	1	1	microsoft	microsoft	PROPN
fis-3252	1	2	word	word	NOUN
fis-3252	1	3	numero_58_art_29_3252.docx	numero_58_art_29_3252.docx	PROPN
fis-3252	1	4	r.	r.	PROPN
fis-3252	1	5	capozucca	capozucca	PROPN
fis-3252	1	6	et	et	PROPN
fis-3252	1	7	alii	alii	PROPN
fis-3252	1	8	,	,	PUNCT
fis-3252	1	9	frattura	frattura	PROPN
fis-3252	1	10	ed	ed	PROPN
fis-3252	1	11	integrità	integrità	PROPN
fis-3252	1	12	strutturale	strutturale	PROPN
fis-3252	1	13	,	,	PUNCT
fis-3252	1	14	58	58	NUM
fis-3252	1	15	(	(	PUNCT
fis-3252	1	16	2021	2021	NUM
fis-3252	1	17	)	)	PUNCT
fis-3252	1	18	402	402	NUM
fis-3252	1	19	-	-	SYM
fis-3252	1	20	415	415	NUM
fis-3252	1	21	;	;	PUNCT
fis-3252	1	22	doi	doi	NOUN
fis-3252	1	23	:	:	PUNCT
fis-3252	1	24	10.3221	10.3221	NUM
fis-3252	1	25	/	/	SYM
fis-3252	1	26	igf	igf	PROPN
fis-3252	1	27	-	-	PUNCT
fis-3252	1	28	esis.58.29	esis.58.29	PROPN
fis-3252	1	29	402	402	NUM
fis-3252	1	30	focussed	focusse	VERB
fis-3252	1	31	on	on	ADP
fis-3252	1	32	steels	steel	NOUN
fis-3252	1	33	and	and	CCONJ
fis-3252	1	34	composites	composite	NOUN
fis-3252	1	35	for	for	ADP
fis-3252	1	36	engineering	engineering	NOUN
fis-3252	1	37	structures	structure	NOUN
fis-3252	1	38	analysis	analysis	NOUN
fis-3252	1	39	of	of	ADP
fis-3252	1	40	static	static	ADJ
fis-3252	1	41	response	response	NOUN
fis-3252	1	42	of	of	ADP
fis-3252	1	43	rc	rc	PROPN
fis-3252	1	44	beams	beam	NOUN
fis-3252	1	45	with	with	ADP
fis-3252	1	46	nsm	nsm	PROPN
fis-3252	1	47	cfrp	cfrp	PROPN
fis-3252	1	48	/	/	SYM
fis-3252	1	49	gfrp	gfrp	PROPN
fis-3252	1	50	rods	rod	NOUN
fis-3252	1	51	r.	r.	PROPN
fis-3252	1	52	capozucca	capozucca	PROPN
fis-3252	1	53	,	,	PUNCT
fis-3252	1	54	e.	e.	PROPN
fis-3252	1	55	magagnini	magagnini	PROPN
fis-3252	1	56	,	,	PUNCT
fis-3252	1	57	m.v	m.v	PROPN
fis-3252	1	58	.	.	PROPN
fis-3252	1	59	vecchietti	vecchietti	PROPN
fis-3252	1	60	struct.section	struct.section	PROPN
fis-3252	1	61	dicea	dicea	PROPN
fis-3252	1	62	,	,	PUNCT
fis-3252	1	63	università	università	PROPN
fis-3252	1	64	politecnica	politecnica	PROPN
fis-3252	1	65	delle	delle	PROPN
fis-3252	1	66	marche	marche	PROPN
fis-3252	1	67	,	,	PUNCT
fis-3252	1	68	ancona	ancona	PROPN
fis-3252	1	69	,	,	PUNCT
fis-3252	1	70	italy	italy	PROPN
fis-3252	1	71	r.capozucca@staff.univpm.it	r.capozucca@staff.univpm.it	PROPN
fis-3252	1	72	,	,	PUNCT
fis-3252	1	73	e.magagnini@staff.univpm.it	e.magagnini@staff.univpm.it	PRON
fis-3252	1	74	,	,	PUNCT
fis-3252	1	75	m.v.vecchietti@pm.univpm.it	m.v.vecchietti@pm.univpm.it	ADJ
fis-3252	1	76	abstract	abstract	NOUN
fis-3252	1	77	.	.	PUNCT
fis-3252	2	1	in	in	ADP
fis-3252	2	2	this	this	DET
fis-3252	2	3	paper	paper	NOUN
fis-3252	2	4	experimental	experimental	ADJ
fis-3252	2	5	results	result	NOUN
fis-3252	2	6	of	of	ADP
fis-3252	2	7	investigation	investigation	NOUN
fis-3252	2	8	on	on	ADP
fis-3252	2	9	reinforced	reinforce	VERB
fis-3252	2	10	concrete	concrete	NOUN
fis-3252	2	11	(	(	PUNCT
fis-3252	2	12	rc	rc	NOUN
fis-3252	2	13	)	)	PUNCT
fis-3252	2	14	beams	beam	NOUN
fis-3252	2	15	strengthened	strengthen	VERB
fis-3252	2	16	with	with	ADP
fis-3252	2	17	the	the	DET
fis-3252	2	18	near	near	ADJ
fis-3252	2	19	surface	surface	NOUN
fis-3252	2	20	method	method	NOUN
fis-3252	2	21	(	(	PUNCT
fis-3252	2	22	nsm	nsm	NOUN
fis-3252	2	23	)	)	PUNCT
fis-3252	2	24	are	be	AUX
fis-3252	2	25	analyzed	analyze	VERB
fis-3252	2	26	considering	consider	VERB
fis-3252	2	27	the	the	DET
fis-3252	2	28	response	response	NOUN
fis-3252	2	29	under	under	ADP
fis-3252	2	30	bending	bend	VERB
fis-3252	2	31	tests	test	NOUN
fis-3252	2	32	on	on	ADP
fis-3252	2	33	two	two	NUM
fis-3252	2	34	beams	beam	NOUN
fis-3252	2	35	.	.	PUNCT
fis-3252	3	1	one	one	NUM
fis-3252	3	2	of	of	ADP
fis-3252	3	3	the	the	DET
fis-3252	3	4	rc	rc	PROPN
fis-3252	3	5	beams	beam	NOUN
fis-3252	3	6	was	be	AUX
fis-3252	3	7	damaged	damage	VERB
fis-3252	3	8	by	by	ADP
fis-3252	3	9	bending	bend	VERB
fis-3252	3	10	until	until	ADP
fis-3252	3	11	the	the	DET
fis-3252	3	12	yield	yield	NOUN
fis-3252	3	13	of	of	ADP
fis-3252	3	14	reinforcement	reinforcement	NOUN
fis-3252	3	15	and	and	CCONJ
fis-3252	3	16	successively	successively	ADV
fis-3252	3	17	strengthened	strengthen	VERB
fis-3252	3	18	with	with	ADP
fis-3252	3	19	carbon	carbon	NOUN
fis-3252	3	20	fiber	fiber	NOUN
fis-3252	3	21	polymer	polymer	NOUN
fis-3252	3	22	(	(	PUNCT
fis-3252	3	23	cfrp	cfrp	NOUN
fis-3252	3	24	)	)	PUNCT
fis-3252	3	25	rod	rod	NOUN
fis-3252	3	26	,	,	PUNCT
fis-3252	3	27	while	while	SCONJ
fis-3252	3	28	the	the	DET
fis-3252	3	29	second	second	ADJ
fis-3252	3	30	beam	beam	NOUN
fis-3252	3	31	was	be	AUX
fis-3252	3	32	strengthened	strengthen	VERB
fis-3252	3	33	with	with	ADP
fis-3252	3	34	glass	glass	NOUN
fis-3252	3	35	-	-	PUNCT
fis-3252	3	36	frp	frp	NOUN
fis-3252	3	37	rod	rod	NOUN
fis-3252	3	38	.	.	PUNCT
fis-3252	4	1	both	both	DET
fis-3252	4	2	the	the	DET
fis-3252	4	3	beams	beam	NOUN
fis-3252	4	4	have	have	AUX
fis-3252	4	5	been	be	AUX
fis-3252	4	6	subjected	subject	VERB
fis-3252	4	7	to	to	ADP
fis-3252	4	8	bending	bend	VERB
fis-3252	4	9	tests	test	NOUN
fis-3252	4	10	until	until	ADP
fis-3252	4	11	failure	failure	NOUN
fis-3252	4	12	.	.	PUNCT
fis-3252	5	1	experimental	experimental	ADJ
fis-3252	5	2	diagrams	diagram	NOUN
fis-3252	5	3	and	and	CCONJ
fis-3252	5	4	discussion	discussion	NOUN
fis-3252	5	5	on	on	ADP
fis-3252	5	6	static	static	ADJ
fis-3252	5	7	response	response	NOUN
fis-3252	5	8	are	be	AUX
fis-3252	5	9	presented	present	VERB
fis-3252	5	10	in	in	ADP
fis-3252	5	11	the	the	DET
fis-3252	5	12	paper	paper	NOUN
fis-3252	5	13	.	.	PUNCT
fis-3252	6	1	it	it	PRON
fis-3252	6	2	also	also	ADV
fis-3252	6	3	places	place	VERB
fis-3252	6	4	a	a	DET
fis-3252	6	5	particular	particular	ADJ
fis-3252	6	6	emphasis	emphasis	NOUN
fis-3252	6	7	on	on	ADP
fis-3252	6	8	the	the	DET
fis-3252	6	9	non	non	ADJ
fis-3252	6	10	-	-	ADJ
fis-3252	6	11	linear	linear	ADJ
fis-3252	6	12	response	response	NOUN
fis-3252	6	13	of	of	ADP
fis-3252	6	14	rc	rc	PROPN
fis-3252	6	15	sections	section	NOUN
fis-3252	6	16	strengthened	strengthen	VERB
fis-3252	6	17	with	with	ADP
fis-3252	6	18	cfrp	cfrp	NOUN
fis-3252	6	19	and	and	CCONJ
fis-3252	6	20	gfrp	gfrp	PROPN
fis-3252	6	21	rods	rod	NOUN
fis-3252	6	22	under	under	ADP
fis-3252	6	23	bending	bend	VERB
fis-3252	6	24	moment	moment	NOUN
fis-3252	6	25	beyond	beyond	ADP
fis-3252	6	26	the	the	DET
fis-3252	6	27	first	first	ADJ
fis-3252	6	28	elastic	elastic	ADJ
fis-3252	6	29	behavior	behavior	NOUN
fis-3252	6	30	.	.	PUNCT
fis-3252	7	1	keywords	keyword	NOUN
fis-3252	7	2	.	.	PUNCT
fis-3252	8	1	rc	rc	PROPN
fis-3252	8	2	beams	beam	NOUN
fis-3252	8	3	;	;	PUNCT
fis-3252	8	4	nsm	nsm	NOUN
fis-3252	8	5	;	;	PUNCT
fis-3252	8	6	cfrp	cfrp	NOUN
fis-3252	8	7	-	-	PUNCT
fis-3252	8	8	gfrp	gfrp	PROPN
fis-3252	8	9	rod	rod	NOUN
fis-3252	8	10	;	;	PUNCT
fis-3252	8	11	static	static	ADJ
fis-3252	8	12	test	test	NOUN
fis-3252	8	13	.	.	PUNCT
fis-3252	9	1	citation	citation	NOUN
fis-3252	9	2	:	:	PUNCT
fis-3252	9	3	r.	r.	PROPN
fis-3252	9	4	capozucca	capozucca	PROPN
fis-3252	9	5	,	,	PUNCT
fis-3252	9	6	e.	e.	PROPN
fis-3252	9	7	magagnini	magagnini	PROPN
fis-3252	9	8	,	,	PUNCT
fis-3252	9	9	m.v	m.v	PROPN
fis-3252	9	10	.	.	PROPN
fis-3252	9	11	vecchietti	vecchietti	PROPN
fis-3252	9	12	,	,	PUNCT
fis-3252	9	13	analysis	analysis	NOUN
fis-3252	9	14	of	of	ADP
fis-3252	9	15	static	static	ADJ
fis-3252	9	16	response	response	NOUN
fis-3252	9	17	of	of	ADP
fis-3252	9	18	rc	rc	PROPN
fis-3252	9	19	beams	beam	NOUN
fis-3252	9	20	with	with	ADP
fis-3252	9	21	nsm	nsm	PROPN
fis-3252	9	22	cfrp	cfrp	PROPN
fis-3252	9	23	/	/	SYM
fis-3252	9	24	gfrp	gfrp	PROPN
fis-3252	9	25	rods	rod	NOUN
fis-3252	9	26	,	,	PUNCT
fis-3252	9	27	frattura	frattura	PROPN
fis-3252	9	28	ed	ed	PROPN
fis-3252	9	29	integrità	integrità	PROPN
fis-3252	9	30	strutturale	strutturale	PROPN
fis-3252	9	31	,	,	PUNCT
fis-3252	9	32	58	58	NUM
fis-3252	9	33	(	(	PUNCT
fis-3252	9	34	2021	2021	NUM
fis-3252	9	35	)	)	PUNCT
fis-3252	9	36	402	402	NUM
fis-3252	9	37	-	-	SYM
fis-3252	9	38	415	415	NUM
fis-3252	9	39	.	.	PUNCT
fis-3252	9	40	received	receive	VERB
fis-3252	9	41	:	:	PUNCT
fis-3252	9	42	26.08.2021	26.08.2021	NUM
fis-3252	9	43	accepted	accept	VERB
fis-3252	9	44	:	:	PUNCT
fis-3252	9	45	03.09.2021	03.09.2021	NOUN
fis-3252	9	46	published	publish	VERB
fis-3252	9	47	:	:	PUNCT
fis-3252	9	48	01.10.2021	01.10.2021	NUM
fis-3252	10	1	copyright	copyright	NOUN
fis-3252	10	2	:	:	PUNCT
fis-3252	10	3	©	©	PROPN
fis-3252	10	4	2021	2021	NUM
fis-3252	10	5	this	this	PRON
fis-3252	10	6	is	be	AUX
fis-3252	10	7	an	an	DET
fis-3252	10	8	open	open	ADJ
fis-3252	10	9	access	access	NOUN
fis-3252	10	10	article	article	NOUN
fis-3252	10	11	under	under	ADP
fis-3252	10	12	the	the	DET
fis-3252	10	13	terms	term	NOUN
fis-3252	10	14	of	of	ADP
fis-3252	10	15	the	the	DET
fis-3252	10	16	cc	cc	NOUN
fis-3252	10	17	-	-	PUNCT
fis-3252	10	18	by	by	ADP
fis-3252	10	19	4.0	4.0	NUM
fis-3252	10	20	,	,	PUNCT
fis-3252	10	21	which	which	PRON
fis-3252	10	22	permits	permit	VERB
fis-3252	10	23	unrestricted	unrestricted	ADJ
fis-3252	10	24	use	use	NOUN
fis-3252	10	25	,	,	PUNCT
fis-3252	10	26	distribution	distribution	NOUN
fis-3252	10	27	,	,	PUNCT
fis-3252	10	28	and	and	CCONJ
fis-3252	10	29	reproduction	reproduction	NOUN
fis-3252	10	30	in	in	ADP
fis-3252	10	31	any	any	DET
fis-3252	10	32	medium	medium	NOUN
fis-3252	10	33	,	,	PUNCT
fis-3252	10	34	provided	provide	VERB
fis-3252	10	35	the	the	DET
fis-3252	10	36	original	original	ADJ
fis-3252	10	37	author	author	NOUN
fis-3252	10	38	and	and	CCONJ
fis-3252	10	39	source	source	NOUN
fis-3252	10	40	are	be	AUX
fis-3252	10	41	credited	credit	VERB
fis-3252	10	42	.	.	PUNCT
fis-3252	11	1	introduction	introduction	NOUN
fis-3252	11	2	he	he	PRON
fis-3252	11	3	damage	damage	NOUN
fis-3252	11	4	of	of	ADP
fis-3252	11	5	reinforced	reinforce	VERB
fis-3252	11	6	concrete	concrete	NOUN
fis-3252	11	7	(	(	PUNCT
fis-3252	11	8	rc	rc	NOUN
fis-3252	11	9	)	)	PUNCT
fis-3252	11	10	structures	structure	NOUN
fis-3252	11	11	both	both	PRON
fis-3252	11	12	for	for	ADP
fis-3252	11	13	civil	civil	ADJ
fis-3252	11	14	building	building	NOUN
fis-3252	11	15	and	and	CCONJ
fis-3252	11	16	bridges	bridge	NOUN
fis-3252	11	17	is	be	AUX
fis-3252	11	18	an	an	DET
fis-3252	11	19	important	important	ADJ
fis-3252	11	20	duty	duty	NOUN
fis-3252	11	21	of	of	ADP
fis-3252	11	22	structural	structural	ADJ
fis-3252	11	23	engineering	engineering	NOUN
fis-3252	11	24	.	.	PUNCT
fis-3252	12	1	rehabilitation	rehabilitation	NOUN
fis-3252	12	2	of	of	ADP
fis-3252	12	3	structures	structure	NOUN
fis-3252	12	4	requests	request	VERB
fis-3252	12	5	innovative	innovative	ADJ
fis-3252	12	6	techniques	technique	NOUN
fis-3252	12	7	with	with	ADP
fis-3252	12	8	new	new	ADJ
fis-3252	12	9	material	material	NOUN
fis-3252	12	10	[	[	X
fis-3252	12	11	1	1	NUM
fis-3252	12	12	-	-	SYM
fis-3252	12	13	4	4	NUM
fis-3252	12	14	]	]	PUNCT
fis-3252	12	15	.	.	PUNCT
fis-3252	13	1	in	in	ADP
fis-3252	13	2	the	the	DET
fis-3252	13	3	last	last	ADJ
fis-3252	13	4	decades	decade	NOUN
fis-3252	13	5	the	the	DET
fis-3252	13	6	use	use	NOUN
fis-3252	13	7	of	of	ADP
fis-3252	13	8	fiber	fiber	NOUN
fis-3252	13	9	reinforced	reinforce	VERB
fis-3252	13	10	polymers	polymer	NOUN
fis-3252	13	11	(	(	PUNCT
fis-3252	13	12	frps	frps	PROPN
fis-3252	13	13	)	)	PUNCT
fis-3252	13	14	has	have	AUX
fis-3252	13	15	been	be	AUX
fis-3252	13	16	growing	grow	VERB
fis-3252	13	17	and	and	CCONJ
fis-3252	13	18	,	,	PUNCT
fis-3252	13	19	in	in	ADP
fis-3252	13	20	general	general	ADJ
fis-3252	13	21	,	,	PUNCT
fis-3252	13	22	two	two	NUM
fis-3252	13	23	methods	method	NOUN
fis-3252	13	24	of	of	ADP
fis-3252	13	25	strengthening	strengthening	NOUN
fis-3252	13	26	have	have	AUX
fis-3252	13	27	been	be	AUX
fis-3252	13	28	adopted	adopt	VERB
fis-3252	13	29	.	.	PUNCT
fis-3252	14	1	first	first	ADV
fis-3252	14	2	it	it	PRON
fis-3252	14	3	was	be	AUX
fis-3252	14	4	the	the	DET
fis-3252	14	5	frp	frp	PROPN
fis-3252	14	6	strips	strip	NOUN
fis-3252	14	7	or	or	CCONJ
fis-3252	14	8	laminates	laminate	NOUN
fis-3252	14	9	glued	glue	VERB
fis-3252	14	10	to	to	ADP
fis-3252	14	11	surface	surface	NOUN
fis-3252	14	12	of	of	ADP
fis-3252	14	13	rc	rc	PROPN
fis-3252	14	14	beams	beam	NOUN
fis-3252	14	15	[	[	X
fis-3252	14	16	2,3	2,3	NUM
fis-3252	14	17	]	]	PUNCT
fis-3252	14	18	;	;	PUNCT
fis-3252	14	19	this	this	DET
fis-3252	14	20	technique	technique	NOUN
fis-3252	14	21	may	may	AUX
fis-3252	14	22	be	be	AUX
fis-3252	14	23	indicated	indicate	VERB
fis-3252	14	24	as	as	ADP
fis-3252	14	25	external	external	ADJ
fis-3252	14	26	bonded	bond	VERB
fis-3252	14	27	(	(	PUNCT
fis-3252	14	28	eb	eb	PROPN
fis-3252	14	29	)	)	PUNCT
fis-3252	14	30	strengthening	strengthening	NOUN
fis-3252	14	31	.	.	PUNCT
fis-3252	15	1	it	it	PRON
fis-3252	15	2	appears	appear	VERB
fis-3252	15	3	an	an	DET
fis-3252	15	4	available	available	ADJ
fis-3252	15	5	method	method	NOUN
fis-3252	15	6	to	to	PART
fis-3252	15	7	strengthen	strengthen	VERB
fis-3252	15	8	rc	rc	PROPN
fis-3252	15	9	beams	beam	NOUN
fis-3252	15	10	,	,	PUNCT
fis-3252	15	11	but	but	CCONJ
fis-3252	15	12	it	it	PRON
fis-3252	15	13	may	may	AUX
fis-3252	15	14	be	be	AUX
fis-3252	15	15	loss	loss	NOUN
fis-3252	15	16	validity	validity	NOUN
fis-3252	15	17	for	for	ADP
fis-3252	15	18	impact	impact	NOUN
fis-3252	15	19	or	or	CCONJ
fis-3252	15	20	due	due	ADP
fis-3252	15	21	to	to	ADP
fis-3252	15	22	fire	fire	NOUN
fis-3252	15	23	because	because	SCONJ
fis-3252	15	24	the	the	DET
fis-3252	15	25	frp	frp	PROPN
fis-3252	15	26	strips	strip	NOUN
fis-3252	15	27	or	or	CCONJ
fis-3252	15	28	laminate	laminate	NOUN
fis-3252	15	29	are	be	AUX
fis-3252	15	30	non	non	ADJ
fis-3252	15	31	-	-	ADJ
fis-3252	15	32	sufficiently	sufficiently	ADV
fis-3252	15	33	protected	protect	VERB
fis-3252	15	34	.	.	PUNCT
fis-3252	16	1	a	a	DET
fis-3252	16	2	second	second	ADJ
fis-3252	16	3	technique	technique	NOUN
fis-3252	16	4	is	be	AUX
fis-3252	16	5	the	the	DET
fis-3252	16	6	near	near	ADJ
fis-3252	16	7	surface	surface	NOUN
fis-3252	16	8	mounted	mount	VERB
fis-3252	16	9	(	(	PUNCT
fis-3252	16	10	nsm	nsm	NOUN
fis-3252	16	11	)	)	PUNCT
fis-3252	16	12	that	that	PRON
fis-3252	16	13	foresees	foresee	VERB
fis-3252	16	14	to	to	PART
fis-3252	16	15	insert	insert	VERB
fis-3252	16	16	frp	frp	PROPN
fis-3252	16	17	rods	rod	NOUN
fis-3252	16	18	in	in	ADP
fis-3252	16	19	grooves	groove	NOUN
fis-3252	16	20	on	on	ADP
fis-3252	16	21	the	the	DET
fis-3252	16	22	concrete	concrete	ADJ
fis-3252	16	23	cover	cover	NOUN
fis-3252	16	24	[	[	X
fis-3252	16	25	4	4	NUM
fis-3252	16	26	-	-	SYM
fis-3252	16	27	10	10	NUM
fis-3252	16	28	]	]	PUNCT
fis-3252	16	29	.	.	PUNCT
fis-3252	17	1	this	this	DET
fis-3252	17	2	technique	technique	NOUN
fis-3252	17	3	appears	appear	VERB
fis-3252	17	4	available	available	ADJ
fis-3252	17	5	in	in	ADP
fis-3252	17	6	many	many	ADJ
fis-3252	17	7	experimental	experimental	ADJ
fis-3252	17	8	studies	study	NOUN
fis-3252	17	9	thought	think	VERB
fis-3252	17	10	the	the	DET
fis-3252	17	11	bond	bond	NOUN
fis-3252	17	12	between	between	ADP
fis-3252	17	13	concrete	concrete	ADJ
fis-3252	17	14	and	and	CCONJ
fis-3252	17	15	frp	frp	PROPN
fis-3252	17	16	rods	rod	NOUN
fis-3252	17	17	is	be	AUX
fis-3252	17	18	a	a	DET
fis-3252	17	19	yet	yet	ADV
fis-3252	17	20	open	open	ADJ
fis-3252	17	21	problem	problem	NOUN
fis-3252	17	22	to	to	PART
fis-3252	17	23	analyze	analyze	VERB
fis-3252	17	24	[	[	X
fis-3252	17	25	10	10	NUM
fis-3252	17	26	-	-	SYM
fis-3252	17	27	13	13	NUM
fis-3252	17	28	]	]	PUNCT
fis-3252	17	29	.	.	PUNCT
fis-3252	18	1	in	in	ADP
fis-3252	18	2	fact	fact	NOUN
fis-3252	18	3	,	,	PUNCT
fis-3252	18	4	the	the	DET
fis-3252	18	5	maintaining	maintaining	NOUN
fis-3252	18	6	of	of	ADP
fis-3252	18	7	bond	bond	NOUN
fis-3252	18	8	is	be	AUX
fis-3252	18	9	the	the	DET
fis-3252	18	10	most	most	ADV
fis-3252	18	11	important	important	ADJ
fis-3252	18	12	condition	condition	NOUN
fis-3252	18	13	that	that	PRON
fis-3252	18	14	must	must	AUX
fis-3252	18	15	be	be	AUX
fis-3252	18	16	monitored	monitor	VERB
fis-3252	18	17	in	in	ADP
fis-3252	18	18	the	the	DET
fis-3252	18	19	beams	beam	NOUN
fis-3252	18	20	strengthened	strengthen	VERB
fis-3252	18	21	with	with	ADP
fis-3252	18	22	nsm	nsm	PROPN
fis-3252	18	23	frp	frp	PROPN
fis-3252	18	24	rods	rod	NOUN
fis-3252	18	25	[	[	X
fis-3252	18	26	14	14	NUM
fis-3252	18	27	-	-	SYM
fis-3252	18	28	18	18	NUM
fis-3252	18	29	]	]	PUNCT
fis-3252	18	30	.	.	PUNCT
fis-3252	19	1	experimental	experimental	ADJ
fis-3252	19	2	works	work	NOUN
fis-3252	19	3	have	have	AUX
fis-3252	19	4	been	be	AUX
fis-3252	19	5	developed	develop	VERB
fis-3252	19	6	by	by	ADP
fis-3252	19	7	researchers	researcher	NOUN
fis-3252	19	8	to	to	PART
fis-3252	19	9	analyze	analyze	VERB
fis-3252	19	10	the	the	DET
fis-3252	19	11	static	static	NOUN
fis-3252	20	1	[	[	X
fis-3252	20	2	14,15	14,15	NUM
fis-3252	20	3	]	]	PUNCT
fis-3252	20	4	and	and	CCONJ
fis-3252	20	5	vibration	vibration	NOUN
fis-3252	20	6	responses	response	NOUN
fis-3252	20	7	of	of	ADP
fis-3252	20	8	strengthened	strengthen	VERB
fis-3252	20	9	rc	rc	PROPN
fis-3252	20	10	beams	beam	NOUN
fis-3252	20	11	in	in	ADP
fis-3252	20	12	real	real	ADJ
fis-3252	20	13	scale	scale	NOUN
fis-3252	20	14	or	or	CCONJ
fis-3252	20	15	in	in	ADP
fis-3252	20	16	small	small	ADJ
fis-3252	20	17	scale	scale	NOUN
fis-3252	20	18	[	[	X
fis-3252	20	19	19	19	NUM
fis-3252	20	20	-	-	SYM
fis-3252	20	21	22	22	NUM
fis-3252	20	22	]	]	PUNCT
fis-3252	20	23	.	.	PUNCT
fis-3252	21	1	other	other	ADJ
fis-3252	21	2	aspects	aspect	NOUN
fis-3252	21	3	that	that	PRON
fis-3252	21	4	may	may	AUX
fis-3252	21	5	influence	influence	VERB
fis-3252	21	6	the	the	DET
fis-3252	21	7	response	response	NOUN
fis-3252	21	8	under	under	ADP
fis-3252	21	9	loading	loading	NOUN
fis-3252	21	10	are	be	AUX
fis-3252	21	11	:	:	PUNCT
fis-3252	21	12	shape	shape	NOUN
fis-3252	21	13	of	of	ADP
fis-3252	21	14	frp	frp	PROPN
fis-3252	21	15	rods	rod	NOUN
fis-3252	21	16	,	,	PUNCT
fis-3252	21	17	circular	circular	ADJ
fis-3252	21	18	or	or	CCONJ
fis-3252	21	19	rectangular	rectangular	ADJ
fis-3252	21	20	;	;	PUNCT
fis-3252	21	21	distance	distance	NOUN
fis-3252	21	22	between	between	ADP
fis-3252	21	23	rods	rod	NOUN
fis-3252	21	24	and	and	CCONJ
fis-3252	21	25	surface	surface	NOUN
fis-3252	21	26	of	of	ADP
fis-3252	21	27	grooves	groove	NOUN
fis-3252	21	28	;	;	PUNCT
fis-3252	21	29	roughness	roughness	NOUN
fis-3252	21	30	of	of	ADP
fis-3252	21	31	frp	frp	PROPN
fis-3252	21	32	rods	rod	NOUN
fis-3252	21	33	’	'	PUNCT
fis-3252	21	34	surface	surface	NOUN
fis-3252	21	35	;	;	PUNCT
fis-3252	21	36	tensile	tensile	NOUN
fis-3252	21	37	strength	strength	NOUN
fis-3252	21	38	of	of	ADP
fis-3252	21	39	frp	frp	PROPN
fis-3252	21	40	rods	rod	NOUN
fis-3252	21	41	[	[	X
fis-3252	21	42	23	23	NUM
fis-3252	21	43	-	-	SYM
fis-3252	21	44	25	25	NUM
fis-3252	21	45	]	]	PUNCT
fis-3252	21	46	.	.	PUNCT
fis-3252	22	1	in	in	ADP
fis-3252	22	2	literature	literature	NOUN
fis-3252	22	3	,	,	PUNCT
fis-3252	22	4	investigations	investigation	NOUN
fis-3252	22	5	on	on	ADP
fis-3252	22	6	the	the	DET
fis-3252	22	7	behavior	behavior	NOUN
fis-3252	22	8	of	of	ADP
fis-3252	22	9	rc	rc	PROPN
fis-3252	22	10	beams	beam	NOUN
fis-3252	22	11	strengthened	strengthen	VERB
fis-3252	22	12	with	with	ADP
fis-3252	22	13	cfrp	cfrp	NOUN
fis-3252	22	14	and	and	CCONJ
fis-3252	22	15	gfrp	gfrp	PROPN
fis-3252	22	16	rod	rod	NOUN
fis-3252	22	17	are	be	AUX
fis-3252	22	18	present	present	ADJ
fis-3252	23	1	[	[	X
fis-3252	23	2	26	26	NUM
fis-3252	23	3	-	-	SYM
fis-3252	23	4	30	30	NUM
fis-3252	23	5	]	]	PUNCT
fis-3252	23	6	also	also	ADV
fis-3252	23	7	considering	consider	VERB
fis-3252	23	8	new	new	ADJ
fis-3252	23	9	methods	method	NOUN
fis-3252	23	10	[	[	X
fis-3252	23	11	30	30	NUM
fis-3252	23	12	]	]	PUNCT
fis-3252	23	13	;	;	PUNCT
fis-3252	23	14	further	further	ADJ
fis-3252	23	15	codes	code	NOUN
fis-3252	23	16	of	of	ADP
fis-3252	23	17	practice	practice	NOUN
fis-3252	23	18	[	[	X
fis-3252	23	19	31	31	NUM
fis-3252	23	20	]	]	PUNCT
fis-3252	23	21	have	have	AUX
fis-3252	23	22	been	be	AUX
fis-3252	23	23	developed	develop	VERB
fis-3252	23	24	and	and	CCONJ
fis-3252	23	25	they	they	PRON
fis-3252	23	26	may	may	AUX
fis-3252	23	27	be	be	AUX
fis-3252	23	28	utilized	utilize	VERB
fis-3252	23	29	by	by	ADP
fis-3252	23	30	engineers	engineer	NOUN
fis-3252	23	31	.	.	PUNCT
fis-3252	24	1	unfortunately	unfortunately	ADV
fis-3252	24	2	,	,	PUNCT
fis-3252	24	3	many	many	ADJ
fis-3252	24	4	aspects	aspect	NOUN
fis-3252	24	5	of	of	ADP
fis-3252	24	6	nsm	nsm	NOUN
fis-3252	24	7	technique	technique	NOUN
fis-3252	24	8	t	t	PROPN
fis-3252	24	9	https://youtu.be/d5fo9xktxka	https://youtu.be/d5fo9xktxka	PROPN
fis-3252	24	10	r.	r.	PROPN
fis-3252	24	11	capozucca	capozucca	PROPN
fis-3252	24	12	et	et	PROPN
fis-3252	24	13	alii	alii	PROPN
fis-3252	24	14	,	,	PUNCT
fis-3252	24	15	frattura	frattura	PROPN
fis-3252	24	16	ed	ed	PROPN
fis-3252	24	17	integrità	integrità	PROPN
fis-3252	24	18	strutturale	strutturale	PROPN
fis-3252	24	19	,	,	PUNCT
fis-3252	24	20	58	58	NUM
fis-3252	24	21	(	(	PUNCT
fis-3252	24	22	2021	2021	NUM
fis-3252	24	23	)	)	PUNCT
fis-3252	24	24	402	402	NUM
fis-3252	24	25	-	-	SYM
fis-3252	24	26	415	415	NUM
fis-3252	24	27	;	;	PUNCT
fis-3252	24	28	doi	doi	NOUN
fis-3252	24	29	:	:	PUNCT
fis-3252	24	30	10.3221	10.3221	NUM
fis-3252	24	31	/	/	SYM
fis-3252	24	32	igf	igf	PROPN
fis-3252	24	33	-	-	PUNCT
fis-3252	24	34	esis.58.29	esis.58.29	PROPN
fis-3252	24	35	403	403	NUM
fis-3252	24	36	must	must	AUX
fis-3252	24	37	be	be	AUX
fis-3252	24	38	develop	develop	VERB
fis-3252	24	39	more	more	ADJ
fis-3252	24	40	and	and	CCONJ
fis-3252	24	41	other	other	ADJ
fis-3252	24	42	experiments	experiment	NOUN
fis-3252	24	43	are	be	AUX
fis-3252	24	44	necessary	necessary	ADJ
fis-3252	24	45	to	to	PART
fis-3252	24	46	define	define	VERB
fis-3252	24	47	modelling	modelling	NOUN
fis-3252	24	48	and	and	CCONJ
fis-3252	24	49	responses	response	NOUN
fis-3252	24	50	both	both	CCONJ
fis-3252	24	51	in	in	ADP
fis-3252	24	52	service	service	NOUN
fis-3252	24	53	and	and	CCONJ
fis-3252	24	54	ultimate	ultimate	ADJ
fis-3252	24	55	conditions	condition	NOUN
fis-3252	24	56	.	.	PUNCT
fis-3252	25	1	this	this	DET
fis-3252	25	2	paper	paper	NOUN
fis-3252	25	3	deals	deal	NOUN
fis-3252	25	4	with	with	ADP
fis-3252	25	5	the	the	DET
fis-3252	25	6	investigation	investigation	NOUN
fis-3252	25	7	by	by	ADP
fis-3252	25	8	static	static	ADJ
fis-3252	25	9	tests	test	NOUN
fis-3252	25	10	on	on	ADP
fis-3252	25	11	rc	rc	PROPN
fis-3252	25	12	beams	beam	NOUN
fis-3252	25	13	strengthened	strengthen	VERB
fis-3252	25	14	both	both	PRON
fis-3252	25	15	with	with	ADP
fis-3252	25	16	cfrp	cfrp	NOUN
fis-3252	25	17	and	and	CCONJ
fis-3252	25	18	gfrp	gfrp	PROPN
fis-3252	25	19	rods	rod	NOUN
fis-3252	25	20	.	.	PUNCT
fis-3252	26	1	a	a	DET
fis-3252	26	2	couple	couple	NOUN
fis-3252	26	3	of	of	ADP
fis-3252	26	4	beams	beam	NOUN
fis-3252	26	5	in	in	ADP
fis-3252	26	6	real	real	ADJ
fis-3252	26	7	scale	scale	NOUN
fis-3252	26	8	with	with	ADP
fis-3252	26	9	one	one	NUM
fis-3252	26	10	rc	rc	PROPN
fis-3252	26	11	beam	beam	NOUN
fis-3252	26	12	subjected	subject	VERB
fis-3252	26	13	to	to	ADP
fis-3252	26	14	bending	bend	VERB
fis-3252	26	15	tests	test	NOUN
fis-3252	26	16	at	at	ADP
fis-3252	26	17	different	different	ADJ
fis-3252	26	18	damage	damage	NOUN
fis-3252	26	19	degree	degree	NOUN
fis-3252	26	20	is	be	AUX
fis-3252	26	21	analyzed	analyze	VERB
fis-3252	26	22	:	:	PUNCT
fis-3252	26	23	one	one	NUM
fis-3252	26	24	beam	beam	NOUN
fis-3252	26	25	,	,	PUNCT
fis-3252	26	26	damaged	damage	VERB
fis-3252	26	27	by	by	ADP
fis-3252	26	28	bending	bend	VERB
fis-3252	26	29	and	and	CCONJ
fis-3252	26	30	strengthened	strengthen	VERB
fis-3252	26	31	with	with	ADP
fis-3252	26	32	nsm	nsm	PROPN
fis-3252	26	33	carbon	carbon	NOUN
fis-3252	26	34	-	-	PUNCT
fis-3252	26	35	frp	frp	PROPN
fis-3252	26	36	rod	rod	NOUN
fis-3252	26	37	,	,	PUNCT
fis-3252	26	38	has	have	AUX
fis-3252	26	39	been	be	AUX
fis-3252	26	40	tested	test	VERB
fis-3252	26	41	;	;	PUNCT
fis-3252	26	42	another	another	DET
fis-3252	26	43	one	one	NUM
fis-3252	26	44	rc	rc	PROPN
fis-3252	26	45	beam	beam	NOUN
fis-3252	26	46	strengthened	strengthen	VERB
fis-3252	26	47	by	by	ADP
fis-3252	26	48	nsm	nsm	PROPN
fis-3252	26	49	gfrp	gfrp	PROPN
fis-3252	26	50	rod	rod	NOUN
fis-3252	26	51	,	,	PUNCT
fis-3252	26	52	has	have	AUX
fis-3252	26	53	been	be	AUX
fis-3252	26	54	experimentally	experimentally	ADV
fis-3252	26	55	studied	study	VERB
fis-3252	26	56	.	.	PUNCT
fis-3252	27	1	static	static	ADJ
fis-3252	27	2	results	result	NOUN
fis-3252	27	3	are	be	AUX
fis-3252	27	4	shown	show	VERB
fis-3252	27	5	and	and	CCONJ
fis-3252	27	6	discussed	discuss	VERB
fis-3252	27	7	below	below	ADP
fis-3252	27	8	considering	consider	VERB
fis-3252	27	9	the	the	DET
fis-3252	27	10	nonlinear	nonlinear	ADJ
fis-3252	27	11	behavior	behavior	NOUN
fis-3252	27	12	of	of	ADP
fis-3252	27	13	rc	rc	PROPN
fis-3252	27	14	beams	beam	NOUN
fis-3252	27	15	under	under	ADP
fis-3252	27	16	loading	loading	NOUN
fis-3252	27	17	.	.	PUNCT
fis-3252	28	1	experimental	experimental	ADJ
fis-3252	28	2	bending	bending	NOUN
fis-3252	28	3	tests	test	NOUN
fis-3252	28	4	set	set	VERB
fis-3252	28	5	-	-	PUNCT
fis-3252	28	6	up	up	NOUN
fis-3252	28	7	and	and	CCONJ
fis-3252	28	8	strengthening	strengthen	VERB
fis-3252	28	9	material	material	ADJ
fis-3252	28	10	xperimental	xperimental	ADJ
fis-3252	28	11	tests	test	NOUN
fis-3252	28	12	were	be	AUX
fis-3252	28	13	carried	carry	VERB
fis-3252	28	14	out	out	ADP
fis-3252	28	15	on	on	ADP
fis-3252	28	16	two	two	NUM
fis-3252	28	17	rc	rc	PROPN
fis-3252	28	18	beams	beam	NOUN
fis-3252	28	19	,	,	PUNCT
fis-3252	28	20	b1	b1	NOUN
fis-3252	28	21	and	and	CCONJ
fis-3252	28	22	b2	b2	NOUN
fis-3252	28	23	,	,	PUNCT
fis-3252	28	24	with	with	ADP
fis-3252	28	25	a	a	DET
fis-3252	28	26	cross	cross	NOUN
fis-3252	28	27	-	-	NOUN
fis-3252	28	28	section	section	NOUN
fis-3252	28	29	of	of	ADP
fis-3252	28	30	120·160	120·160	NUM
fis-3252	28	31	mm	mm	NOUN
fis-3252	28	32	and	and	CCONJ
fis-3252	28	33	length	length	NOUN
fis-3252	28	34	of	of	ADP
fis-3252	28	35	2200	2200	NUM
fis-3252	28	36	mm	mm	NOUN
fis-3252	28	37	,	,	PUNCT
fis-3252	28	38	the	the	DET
fis-3252	28	39	steel	steel	NOUN
fis-3252	28	40	reinforcement	reinforcement	NOUN
fis-3252	28	41	consisted	consist	VERB
fis-3252	28	42	of	of	ADP
fis-3252	28	43	four	four	NUM
fis-3252	28	44	longitudinal	longitudinal	ADJ
fis-3252	28	45	steel	steel	NOUN
fis-3252	28	46	bars	bar	NOUN
fis-3252	28	47	of	of	ADP
fis-3252	28	48	10	10	NUM
fis-3252	28	49	mm	mm	NOUN
fis-3252	28	50	diameter	diameter	NOUN
fis-3252	28	51	and	and	CCONJ
fis-3252	28	52	stirrups	stirrup	NOUN
fis-3252	28	53	of	of	ADP
fis-3252	28	54	6	6	NUM
fis-3252	28	55	mm	mm	NOUN
fis-3252	28	56	diameter	diameter	NOUN
fis-3252	28	57	.	.	PUNCT
fis-3252	29	1	a	a	DET
fis-3252	29	2	groove	groove	NOUN
fis-3252	29	3	of	of	ADP
fis-3252	29	4	20·20	20·20	NUM
fis-3252	29	5	mm	mm	NOUN
fis-3252	29	6	was	be	AUX
fis-3252	29	7	created	create	VERB
fis-3252	29	8	at	at	ADP
fis-3252	29	9	the	the	DET
fis-3252	29	10	bottom	bottom	NOUN
fis-3252	29	11	of	of	ADP
fis-3252	29	12	each	each	DET
fis-3252	29	13	beam	beam	NOUN
fis-3252	29	14	to	to	PART
fis-3252	29	15	locate	locate	VERB
fis-3252	29	16	an	an	DET
fis-3252	29	17	nsm	nsm	NOUN
fis-3252	29	18	reinforcement	reinforcement	NOUN
fis-3252	29	19	bar	bar	NOUN
fis-3252	29	20	.	.	PUNCT
fis-3252	30	1	after	after	ADP
fis-3252	30	2	static	static	ADJ
fis-3252	30	3	tests	test	NOUN
fis-3252	30	4	,	,	PUNCT
fis-3252	30	5	beam	beam	NOUN
fis-3252	30	6	b1	b1	PROPN
fis-3252	30	7	was	be	AUX
fis-3252	30	8	strengthened	strengthen	VERB
fis-3252	30	9	with	with	ADP
fis-3252	30	10	a	a	DET
fis-3252	30	11	cfrp	cfrp	NOUN
fis-3252	30	12	rod	rod	NOUN
fis-3252	30	13	measuring	measure	VERB
fis-3252	30	14	9.7	9.7	NUM
fis-3252	30	15	mm	mm	NOUN
fis-3252	30	16	in	in	ADP
fis-3252	30	17	diameter	diameter	NOUN
fis-3252	30	18	and	and	CCONJ
fis-3252	30	19	2000	2000	NUM
fis-3252	30	20	mm	mm	NOUN
fis-3252	30	21	in	in	ADP
fis-3252	30	22	length	length	NOUN
fis-3252	30	23	,	,	PUNCT
fis-3252	30	24	while	while	SCONJ
fis-3252	30	25	beam	beam	NOUN
fis-3252	30	26	b2	b2	NOUN
fis-3252	30	27	was	be	AUX
fis-3252	30	28	strengthened	strengthen	VERB
fis-3252	30	29	with	with	ADP
fis-3252	30	30	a	a	DET
fis-3252	30	31	gfrp	gfrp	NOUN
fis-3252	30	32	rod	rod	NOUN
fis-3252	30	33	of	of	ADP
fis-3252	30	34	9.5	9.5	NUM
fis-3252	30	35	mm	mm	NOUN
fis-3252	30	36	diameter	diameter	NOUN
fis-3252	30	37	and	and	CCONJ
fis-3252	30	38	2000	2000	NUM
fis-3252	30	39	mm	mm	NOUN
fis-3252	30	40	length	length	NOUN
fis-3252	30	41	.	.	PUNCT
fis-3252	31	1	fig	fig	NOUN
fis-3252	31	2	.	.	PUNCT
fis-3252	32	1	1	1	NUM
fis-3252	32	2	depicts	depict	VERB
fis-3252	32	3	geometric	geometric	ADJ
fis-3252	32	4	configuration	configuration	NOUN
fis-3252	32	5	of	of	ADP
fis-3252	32	6	the	the	DET
fis-3252	32	7	specimens	specimen	NOUN
fis-3252	32	8	.	.	PUNCT
fis-3252	33	1	the	the	DET
fis-3252	33	2	two	two	NUM
fis-3252	33	3	beams	beam	NOUN
fis-3252	33	4	tested	test	VERB
fis-3252	33	5	in	in	ADP
fis-3252	33	6	laboratory	laboratory	NOUN
fis-3252	33	7	were	be	AUX
fis-3252	33	8	characterized	characterize	VERB
fis-3252	33	9	by	by	ADP
fis-3252	33	10	concrete	concrete	NOUN
fis-3252	33	11	with	with	ADP
fis-3252	33	12	a	a	DET
fis-3252	33	13	tested	test	VERB
fis-3252	33	14	average	average	ADJ
fis-3252	33	15	cylinder	cylinder	NOUN
fis-3252	33	16	compressive	compressive	NOUN
fis-3252	33	17	strength	strength	NOUN
fis-3252	33	18	equal	equal	ADJ
fis-3252	33	19	to	to	ADP
fis-3252	33	20	fc=44.31	fc=44.31	PROPN
fis-3252	33	21	mpa	mpa	PROPN
fis-3252	33	22	and	and	CCONJ
fis-3252	33	23	young	young	PROPN
fis-3252	33	24	’s	’s	PART
fis-3252	33	25	modulus	modulus	PROPN
fis-3252	33	26	ec=34492	ec=34492	PROPN
fis-3252	33	27	mpa	mpa	PROPN
fis-3252	33	28	;	;	PUNCT
fis-3252	33	29	steel	steel	NOUN
fis-3252	33	30	bars	bar	NOUN
fis-3252	33	31	with	with	ADP
fis-3252	33	32	a	a	DET
fis-3252	33	33	yielding	yield	VERB
fis-3252	33	34	stress	stress	NOUN
fis-3252	33	35	equal	equal	ADJ
fis-3252	33	36	to	to	ADP
fis-3252	33	37	fy=450	fy=450	PUNCT
fis-3252	33	38	mpa	mpa	PROPN
fis-3252	33	39	and	and	CCONJ
fis-3252	33	40	young	young	PROPN
fis-3252	33	41	’s	’s	PART
fis-3252	33	42	modulus	modulus	ADJ
fis-3252	33	43	es=210	es=210	NOUN
fis-3252	33	44	000	000	NUM
fis-3252	33	45	mpa	mpa	PROPN
fis-3252	33	46	.	.	PUNCT
fis-3252	34	1	figure	figure	NOUN
fis-3252	34	2	1	1	NUM
fis-3252	34	3	:	:	PUNCT
fis-3252	34	4	beam	beam	NOUN
fis-3252	34	5	model	model	NOUN
fis-3252	34	6	with	with	ADP
fis-3252	34	7	steel	steel	NOUN
fis-3252	34	8	reinforcing	reinforce	VERB
fis-3252	34	9	and	and	CCONJ
fis-3252	34	10	nsm	nsm	PROPN
fis-3252	34	11	frp	frp	PROPN
fis-3252	34	12	rod	rod	PROPN
fis-3252	34	13	:	:	PUNCT
fis-3252	34	14	geometrical	geometrical	ADJ
fis-3252	34	15	features	feature	NOUN
fis-3252	34	16	.	.	PUNCT
fis-3252	35	1	specimens	specimens	PROPN
fis-3252	35	2	diameter	diameter	PROPN
fis-3252	35	3	,	,	PUNCT
fis-3252	36	1	d	d	PROPN
fis-3252	36	2	[	[	X
fis-3252	36	3	mm	mm	X
fis-3252	36	4	]	]	X
fis-3252	36	5	section	section	NOUN
fis-3252	36	6	area	area	NOUN
fis-3252	36	7	,	,	PUNCT
fis-3252	36	8	acfrp	acfrp	PROPN
fis-3252	36	9	[	[	X
fis-3252	36	10	mm2	mm2	X
fis-3252	36	11	]	]	X
fis-3252	36	12	tensile	tensile	NOUN
fis-3252	36	13	strength	strength	NOUN
fis-3252	36	14	,	,	PUNCT
fis-3252	36	15	f	f	PROPN
fis-3252	37	1	[	[	X
fis-3252	37	2	mpa	mpa	X
fis-3252	37	3	]	]	X
fis-3252	37	4	young	young	PROPN
fis-3252	37	5	’s	’s	PART
fis-3252	37	6	modulus	modulus	NOUN
fis-3252	37	7	,	,	PUNCT
fis-3252	37	8	e	e	X
fis-3252	37	9	[	[	X
fis-3252	37	10	mpa	mpa	X
fis-3252	37	11	]	]	X
fis-3252	37	12	cfrp	cfrp	PROPN
fis-3252	37	13	rod	rod	VERB
fis-3252	37	14	9.7	9.7	NUM
fis-3252	37	15	73.90	73.90	NUM
fis-3252	37	16	2000	2000	NUM
fis-3252	37	17	155	155	NUM
fis-3252	37	18	000	000	NUM
fis-3252	37	19	gfrp	gfrp	NOUN
fis-3252	37	20	rod	rod	VERB
fis-3252	37	21	9.53	9.53	NUM
fis-3252	37	22	71.26	71.26	NUM
fis-3252	37	23	760	760	NUM
fis-3252	37	24	40	40	NUM
fis-3252	37	25	800	800	NUM
fis-3252	37	26	table	table	NOUN
fis-3252	37	27	1	1	NUM
fis-3252	37	28	:	:	PUNCT
fis-3252	37	29	results	result	NOUN
fis-3252	37	30	of	of	ADP
fis-3252	37	31	tensile	tensile	NOUN
fis-3252	37	32	tests	test	NOUN
fis-3252	37	33	on	on	ADP
fis-3252	37	34	frp	frp	PROPN
fis-3252	37	35	rods	rod	NOUN
fis-3252	37	36	.	.	PUNCT
fis-3252	38	1	(	(	PUNCT
fis-3252	38	2	a	a	X
fis-3252	38	3	)	)	PUNCT
fis-3252	38	4	(	(	PUNCT
fis-3252	38	5	b	b	X
fis-3252	38	6	)	)	PUNCT
fis-3252	38	7	figure	figure	NOUN
fis-3252	38	8	2	2	NUM
fis-3252	38	9	:	:	PUNCT
fis-3252	38	10	(	(	PUNCT
fis-3252	38	11	a	a	X
fis-3252	38	12	)	)	PUNCT
fis-3252	38	13	specimens	specimen	NOUN
fis-3252	38	14	of	of	ADP
fis-3252	38	15	cfrp	cfrp	PROPN
fis-3252	38	16	and	and	CCONJ
fis-3252	38	17	gfrp	gfrp	PROPN
fis-3252	38	18	rods	rod	NOUN
fis-3252	38	19	for	for	ADP
fis-3252	38	20	tensile	tensile	NOUN
fis-3252	38	21	tests	test	NOUN
fis-3252	38	22	;	;	PUNCT
fis-3252	38	23	(	(	PUNCT
fis-3252	38	24	b	b	X
fis-3252	38	25	)	)	PUNCT
fis-3252	38	26	failure	failure	NOUN
fis-3252	38	27	of	of	ADP
fis-3252	38	28	specimens	specimen	NOUN
fis-3252	38	29	after	after	ADP
fis-3252	38	30	tensile	tensile	NOUN
fis-3252	38	31	tests	test	NOUN
fis-3252	38	32	.	.	PUNCT
fis-3252	39	1	e	e	PROPN
fis-3252	39	2	r.	r.	PROPN
fis-3252	39	3	capozucca	capozucca	PROPN
fis-3252	39	4	et	et	PROPN
fis-3252	39	5	alii	alii	PROPN
fis-3252	39	6	,	,	PUNCT
fis-3252	39	7	frattura	frattura	PROPN
fis-3252	39	8	ed	ed	PROPN
fis-3252	39	9	integrità	integrità	PROPN
fis-3252	39	10	strutturale	strutturale	PROPN
fis-3252	39	11	,	,	PUNCT
fis-3252	39	12	58	58	NUM
fis-3252	39	13	(	(	PUNCT
fis-3252	39	14	2021	2021	NUM
fis-3252	39	15	)	)	PUNCT
fis-3252	39	16	402	402	NUM
fis-3252	39	17	-	-	SYM
fis-3252	39	18	415	415	NUM
fis-3252	39	19	;	;	PUNCT
fis-3252	39	20	doi	doi	NOUN
fis-3252	39	21	:	:	PUNCT
fis-3252	39	22	10.3221	10.3221	NUM
fis-3252	39	23	/	/	SYM
fis-3252	39	24	igf	igf	PROPN
fis-3252	39	25	-	-	PUNCT
fis-3252	39	26	esis.58.29	esis.58.29	PROPN
fis-3252	39	27	404	404	NUM
fis-3252	39	28	company	company	NOUN
fis-3252	39	29	mapei	mapei	PROPN
fis-3252	39	30	produced	produce	VERB
fis-3252	39	31	the	the	DET
fis-3252	39	32	cfrp	cfrp	NOUN
fis-3252	39	33	and	and	CCONJ
fis-3252	39	34	gfrp	gfrp	PROPN
fis-3252	39	35	rods	rod	NOUN
fis-3252	39	36	used	use	VERB
fis-3252	39	37	in	in	ADP
fis-3252	39	38	this	this	DET
fis-3252	39	39	research	research	NOUN
fis-3252	39	40	.	.	PUNCT
fis-3252	40	1	tensile	tensile	NOUN
fis-3252	40	2	tests	test	NOUN
fis-3252	40	3	on	on	ADP
fis-3252	40	4	three	three	NUM
fis-3252	40	5	specimens	specimen	NOUN
fis-3252	40	6	for	for	ADP
fis-3252	40	7	each	each	DET
fis-3252	40	8	type	type	NOUN
fis-3252	40	9	of	of	ADP
fis-3252	40	10	fiber	fiber	NOUN
fis-3252	40	11	were	be	AUX
fis-3252	40	12	used	use	VERB
fis-3252	40	13	to	to	PART
fis-3252	40	14	determine	determine	VERB
fis-3252	40	15	the	the	DET
fis-3252	40	16	mechanical	mechanical	ADJ
fis-3252	40	17	and	and	CCONJ
fis-3252	40	18	geometrical	geometrical	ADJ
fis-3252	40	19	properties	property	NOUN
fis-3252	40	20	of	of	ADP
fis-3252	40	21	the	the	DET
fis-3252	40	22	c	c	NOUN
fis-3252	40	23	-	-	PUNCT
fis-3252	40	24	gfrp	gfrp	ADJ
fis-3252	40	25	rods	rod	NOUN
fis-3252	40	26	(	(	PUNCT
fis-3252	40	27	fig	fig	NOUN
fis-3252	40	28	.	.	PUNCT
fis-3252	40	29	2a	2a	NUM
fis-3252	40	30	)	)	PUNCT
fis-3252	40	31	;	;	PUNCT
fis-3252	40	32	all	all	DET
fis-3252	40	33	the	the	DET
fis-3252	40	34	samples	sample	NOUN
fis-3252	40	35	’	'	PUNCT
fis-3252	40	36	failures	failure	NOUN
fis-3252	40	37	were	be	AUX
fis-3252	40	38	in	in	ADP
fis-3252	40	39	the	the	DET
fis-3252	40	40	xgm	xgm	PROPN
fis-3252	40	41	category	category	NOUN
fis-3252	40	42	–	–	PUNCT
fis-3252	40	43	explosive	explosive	ADJ
fis-3252	40	44	,	,	PUNCT
fis-3252	40	45	gage	gage	NOUN
fis-3252	40	46	,	,	PUNCT
fis-3252	40	47	middle	middle	ADJ
fis-3252	40	48	–	–	PUNCT
fis-3252	40	49	as	as	SCONJ
fis-3252	40	50	defined	define	VERB
fis-3252	40	51	by	by	ADP
fis-3252	40	52	astm	astm	PROPN
fis-3252	40	53	d-3039	d-3039	PROPN
fis-3252	40	54	[	[	X
fis-3252	40	55	32	32	NUM
fis-3252	40	56	]	]	PUNCT
fis-3252	40	57	(	(	PUNCT
fis-3252	40	58	fig	fig	NOUN
fis-3252	40	59	.	.	PUNCT
fis-3252	40	60	2b	2b	NUM
fis-3252	40	61	)	)	PUNCT
fis-3252	40	62	.	.	PUNCT
fis-3252	41	1	main	main	ADJ
fis-3252	41	2	results	result	NOUN
fis-3252	41	3	obtained	obtain	VERB
fis-3252	41	4	by	by	ADP
fis-3252	41	5	tensile	tensile	NOUN
fis-3252	41	6	tests	test	NOUN
fis-3252	41	7	are	be	AUX
fis-3252	41	8	summarized	summarize	VERB
fis-3252	41	9	in	in	ADP
fis-3252	41	10	tab	tab	NOUN
fis-3252	41	11	.	.	PUNCT
fis-3252	42	1	1	1	X
fis-3252	42	2	.	.	X
fis-3252	42	3	a	a	DET
fis-3252	42	4	two	two	NUM
fis-3252	42	5	-	-	PUNCT
fis-3252	42	6	component	component	NOUN
fis-3252	42	7	epoxy	epoxy	NOUN
fis-3252	42	8	structural	structural	ADJ
fis-3252	42	9	adhesive	adhesive	NOUN
fis-3252	42	10	(	(	PUNCT
fis-3252	42	11	eres=5130	eres=5130	PROPN
fis-3252	42	12	mpa	mpa	PROPN
fis-3252	42	13	)	)	PUNCT
fis-3252	42	14	was	be	AUX
fis-3252	42	15	adopted	adopt	VERB
fis-3252	42	16	for	for	ADP
fis-3252	42	17	the	the	DET
fis-3252	42	18	bonding	bonding	NOUN
fis-3252	42	19	of	of	ADP
fis-3252	42	20	the	the	DET
fis-3252	42	21	frp	frp	PROPN
fis-3252	42	22	rod	rod	NOUN
fis-3252	42	23	to	to	ADP
fis-3252	42	24	the	the	DET
fis-3252	42	25	concrete	concrete	ADJ
fis-3252	42	26	surfaces	surface	NOUN
fis-3252	42	27	into	into	ADP
fis-3252	42	28	the	the	DET
fis-3252	42	29	notch	notch	NOUN
fis-3252	42	30	.	.	PUNCT
fis-3252	43	1	static	static	ADJ
fis-3252	43	2	response	response	NOUN
fis-3252	43	3	of	of	ADP
fis-3252	43	4	beams	beam	NOUN
fis-3252	43	5	damaged	damage	VERB
fis-3252	43	6	and	and	CCONJ
fis-3252	43	7	strengthened	strengthen	VERB
fis-3252	43	8	the	the	DET
fis-3252	43	9	first	first	ADJ
fis-3252	43	10	phase	phase	NOUN
fis-3252	43	11	of	of	ADP
fis-3252	43	12	static	static	ADJ
fis-3252	43	13	bending	bend	VERB
fis-3252	43	14	tests	test	NOUN
fis-3252	43	15	involves	involve	VERB
fis-3252	43	16	experimentation	experimentation	NOUN
fis-3252	43	17	on	on	ADP
fis-3252	43	18	the	the	DET
fis-3252	43	19	un	un	PROPN
fis-3252	43	20	-	-	ADJ
fis-3252	43	21	strengthened	strengthen	VERB
fis-3252	43	22	rc	rc	PROPN
fis-3252	43	23	beam	beam	PROPN
fis-3252	43	24	b1	b1	PROPN
fis-3252	43	25	.	.	PUNCT
fis-3252	44	1	the	the	DET
fis-3252	44	2	apparatus	apparatus	NOUN
fis-3252	44	3	was	be	AUX
fis-3252	44	4	design	design	NOUN
fis-3252	44	5	to	to	PART
fis-3252	44	6	reproduce	reproduce	VERB
fis-3252	44	7	a	a	DET
fis-3252	44	8	simply	simply	ADV
fis-3252	44	9	supported	support	VERB
fis-3252	44	10	condition	condition	NOUN
fis-3252	44	11	with	with	ADP
fis-3252	44	12	hinge	hinge	ADJ
fis-3252	44	13	restraints	restraint	NOUN
fis-3252	44	14	at	at	ADP
fis-3252	44	15	the	the	DET
fis-3252	44	16	extremities	extremity	NOUN
fis-3252	44	17	,	,	PUNCT
fis-3252	44	18	as	as	SCONJ
fis-3252	44	19	presented	present	VERB
fis-3252	44	20	in	in	ADP
fis-3252	44	21	fig	fig	NOUN
fis-3252	44	22	.	.	PUNCT
fis-3252	45	1	3	3	X
fis-3252	45	2	.	.	X
fis-3252	45	3	figure	figure	NOUN
fis-3252	45	4	3	3	NUM
fis-3252	45	5	:	:	PUNCT
fis-3252	45	6	experimental	experimental	ADJ
fis-3252	45	7	apparatus	apparatus	NOUN
fis-3252	45	8	for	for	ADP
fis-3252	45	9	static	static	ADJ
fis-3252	45	10	bending	bending	NOUN
fis-3252	45	11	tests	test	NOUN
fis-3252	45	12	.	.	PUNCT
fis-3252	46	1	the	the	DET
fis-3252	46	2	external	external	ADJ
fis-3252	46	3	load	load	NOUN
fis-3252	46	4	was	be	AUX
fis-3252	46	5	applied	apply	VERB
fis-3252	46	6	in	in	ADP
fis-3252	46	7	two	two	NUM
fis-3252	46	8	points	point	NOUN
fis-3252	46	9	placed	place	VERB
fis-3252	46	10	at	at	ADP
fis-3252	46	11	a	a	DET
fis-3252	46	12	distance	distance	NOUN
fis-3252	46	13	of	of	ADP
fis-3252	46	14	300	300	NUM
fis-3252	46	15	mm	mm	NOUN
fis-3252	46	16	through	through	ADP
fis-3252	46	17	vertical	vertical	ADJ
fis-3252	46	18	jacks	jack	NOUN
fis-3252	46	19	;	;	PUNCT
fis-3252	46	20	the	the	DET
fis-3252	46	21	compressed	compress	VERB
fis-3252	46	22	concrete	concrete	NOUN
fis-3252	46	23	’s	’s	NOUN
fis-3252	46	24	and	and	CCONJ
fis-3252	46	25	the	the	DET
fis-3252	46	26	tensile	tensile	NOUN
fis-3252	46	27	steel	steel	NOUN
fis-3252	46	28	’s	’s	PART
fis-3252	46	29	strains	strain	NOUN
fis-3252	46	30	were	be	AUX
fis-3252	46	31	monitored	monitor	VERB
fis-3252	46	32	using	use	VERB
fis-3252	46	33	electronic	electronic	ADJ
fis-3252	46	34	strain	strain	NOUN
fis-3252	46	35	gauges	gauge	NOUN
fis-3252	46	36	positioned	position	VERB
fis-3252	46	37	at	at	ADP
fis-3252	46	38	the	the	DET
fis-3252	46	39	centreline	centreline	NOUN
fis-3252	46	40	(	(	PUNCT
fis-3252	46	41	fig	fig	NOUN
fis-3252	46	42	.	.	PUNCT
fis-3252	47	1	4	4	NUM
fis-3252	47	2	)	)	PUNCT
fis-3252	47	3	.	.	PUNCT
fis-3252	48	1	the	the	DET
fis-3252	48	2	beam	beam	NOUN
fis-3252	48	3	’s	’s	PART
fis-3252	48	4	deflection	deflection	NOUN
fis-3252	48	5	was	be	AUX
fis-3252	48	6	recorded	record	VERB
fis-3252	48	7	by	by	ADP
fis-3252	48	8	a	a	DET
fis-3252	48	9	linear	linear	PROPN
fis-3252	48	10	inductive	inductive	ADJ
fis-3252	48	11	displacement	displacement	ADJ
fis-3252	48	12	trasducer	trasducer	NOUN
fis-3252	48	13	(	(	PUNCT
fis-3252	48	14	lvdt	lvdt	PROPN
fis-3252	48	15	)	)	PUNCT
fis-3252	48	16	applied	apply	VERB
fis-3252	48	17	at	at	ADP
fis-3252	48	18	the	the	DET
fis-3252	48	19	midspan	midspan	PROPN
fis-3252	48	20	section	section	NOUN
fis-3252	48	21	.	.	PUNCT
fis-3252	49	1	the	the	DET
fis-3252	49	2	beam	beam	NOUN
fis-3252	49	3	without	without	ADP
fis-3252	49	4	strengthening	strengthen	VERB
fis-3252	49	5	was	be	AUX
fis-3252	49	6	subjected	subject	VERB
fis-3252	49	7	to	to	ADP
fis-3252	49	8	static	static	ADJ
fis-3252	49	9	tests	test	NOUN
fis-3252	49	10	using	use	VERB
fis-3252	49	11	an	an	DET
fis-3252	49	12	increasing	increase	VERB
fis-3252	49	13	bending	bend	VERB
fis-3252	49	14	loading	loading	NOUN
fis-3252	49	15	path	path	NOUN
fis-3252	49	16	.	.	PUNCT
fis-3252	50	1	three	three	NUM
fis-3252	50	2	cycles	cycle	NOUN
fis-3252	50	3	of	of	ADP
fis-3252	50	4	loading	loading	NOUN
fis-3252	50	5	were	be	AUX
fis-3252	50	6	adopted	adopt	VERB
fis-3252	50	7	.	.	PUNCT
fis-3252	51	1	for	for	ADP
fis-3252	51	2	each	each	DET
fis-3252	51	3	cycle	cycle	NOUN
fis-3252	51	4	of	of	ADP
fis-3252	51	5	loading	loading	NOUN
fis-3252	51	6	pi	pi	NOUN
fis-3252	51	7	,	,	PUNCT
fis-3252	51	8	a	a	DET
fis-3252	51	9	damage	damage	NOUN
fis-3252	51	10	level	level	NOUN
fis-3252	51	11	di	di	NOUN
fis-3252	51	12	with	with	ADP
fis-3252	51	13	i=1,2,3	i=1,2,3	PRON
fis-3252	51	14	was	be	AUX
fis-3252	51	15	identified	identify	VERB
fis-3252	51	16	,	,	PUNCT
fis-3252	51	17	as	as	SCONJ
fis-3252	51	18	shown	show	VERB
fis-3252	51	19	in	in	ADP
fis-3252	51	20	tab	tab	NOUN
fis-3252	51	21	.	.	PUNCT
fis-3252	52	1	2	2	X
fis-3252	52	2	.	.	X
fis-3252	52	3	results	result	NOUN
fis-3252	52	4	of	of	ADP
fis-3252	52	5	static	static	ADJ
fis-3252	52	6	bending	bending	NOUN
fis-3252	52	7	tests	test	NOUN
fis-3252	52	8	,	,	PUNCT
fis-3252	52	9	in	in	ADP
fis-3252	52	10	terms	term	NOUN
fis-3252	52	11	of	of	ADP
fis-3252	52	12	deflection	deflection	NOUN
fis-3252	52	13	,	,	PUNCT
fis-3252	52	14	concrete	concrete	ADJ
fis-3252	52	15	and	and	CCONJ
fis-3252	52	16	steel	steel	NOUN
fis-3252	52	17	strain	strain	NOUN
fis-3252	52	18	and	and	CCONJ
fis-3252	52	19	curvature	curvature	NOUN
fis-3252	52	20	,	,	PUNCT
fis-3252	52	21	are	be	AUX
fis-3252	52	22	summarized	summarize	VERB
fis-3252	52	23	in	in	ADP
fis-3252	52	24	tab	tab	NOUN
fis-3252	52	25	.	.	PUNCT
fis-3252	53	1	2	2	X
fis-3252	53	2	.	.	X
fis-3252	53	3	the	the	DET
fis-3252	53	4	experimental	experimental	ADJ
fis-3252	53	5	diagrams	diagram	NOUN
fis-3252	53	6	displayed	display	VERB
fis-3252	53	7	in	in	ADP
fis-3252	53	8	fig	fig	NOUN
fis-3252	53	9	.	.	PUNCT
fis-3252	54	1	5	5	NUM
fis-3252	54	2	were	be	AUX
fis-3252	54	3	developed	develop	VERB
fis-3252	54	4	by	by	ADP
fis-3252	54	5	measurements	measurement	NOUN
fis-3252	54	6	taken	take	VERB
fis-3252	54	7	in	in	ADP
fis-3252	54	8	terms	term	NOUN
fis-3252	54	9	of	of	ADP
fis-3252	54	10	deflection	deflection	NOUN
fis-3252	54	11	and	and	CCONJ
fis-3252	54	12	strains	strain	NOUN
fis-3252	54	13	at	at	ADP
fis-3252	54	14	the	the	DET
fis-3252	54	15	midspan	midspan	NOUN
fis-3252	54	16	of	of	ADP
fis-3252	54	17	rc	rc	PROPN
fis-3252	54	18	beam	beam	PROPN
fis-3252	54	19	b1	b1	PROPN
fis-3252	54	20	.	.	PUNCT
fis-3252	55	1	therefore	therefore	ADV
fis-3252	55	2	,	,	PUNCT
fis-3252	55	3	it	it	PRON
fis-3252	55	4	is	be	AUX
fis-3252	55	5	possible	possible	ADJ
fis-3252	55	6	to	to	PART
fis-3252	55	7	characterize	characterize	VERB
fis-3252	55	8	the	the	DET
fis-3252	55	9	static	static	ADJ
fis-3252	55	10	behavior	behavior	NOUN
fis-3252	55	11	of	of	ADP
fis-3252	55	12	beam	beam	NOUN
fis-3252	55	13	b1	b1	NOUN
fis-3252	55	14	before	before	ADP
fis-3252	55	15	the	the	DET
fis-3252	55	16	application	application	NOUN
fis-3252	55	17	of	of	ADP
fis-3252	55	18	nsm	nsm	PROPN
fis-3252	55	19	cfrp	cfrp	PROPN
fis-3252	55	20	strengthening	strengthening	NOUN
fis-3252	55	21	,	,	PUNCT
fis-3252	55	22	based	base	VERB
fis-3252	55	23	on	on	ADP
fis-3252	55	24	these	these	DET
fis-3252	55	25	data	datum	NOUN
fis-3252	55	26	.	.	PUNCT
fis-3252	56	1	after	after	ADP
fis-3252	56	2	reaching	reach	VERB
fis-3252	56	3	a	a	DET
fis-3252	56	4	consistent	consistent	ADJ
fis-3252	56	5	state	state	NOUN
fis-3252	56	6	of	of	ADP
fis-3252	56	7	concrete	concrete	NOUN
fis-3252	56	8	’s	’s	PART
fis-3252	56	9	cracking	cracking	NOUN
fis-3252	56	10	,	,	PUNCT
fis-3252	56	11	a	a	DET
fis-3252	56	12	cfrp	cfrp	NOUN
fis-3252	56	13	circular	circular	ADJ
fis-3252	56	14	rod	rod	NOUN
fis-3252	56	15	was	be	AUX
fis-3252	56	16	positioned	position	VERB
fis-3252	56	17	in	in	ADP
fis-3252	56	18	the	the	DET
fis-3252	56	19	notched	notched	NOUN
fis-3252	56	20	and	and	CCONJ
fis-3252	56	21	then	then	ADV
fis-3252	56	22	it	it	PRON
fis-3252	56	23	was	be	AUX
fis-3252	56	24	filled	fill	VERB
fis-3252	56	25	by	by	ADP
fis-3252	56	26	adhesive	adhesive	ADJ
fis-3252	56	27	epoxy	epoxy	NOUN
fis-3252	56	28	resin	resin	NOUN
fis-3252	56	29	.	.	PUNCT
fis-3252	57	1	the	the	DET
fis-3252	57	2	strengthened	strengthen	VERB
fis-3252	57	3	beam	beam	NOUN
fis-3252	57	4	b1	b1	NOUN
fis-3252	57	5	was	be	AUX
fis-3252	57	6	subjected	subject	VERB
fis-3252	57	7	once	once	ADV
fis-3252	57	8	again	again	ADV
fis-3252	57	9	to	to	ADP
fis-3252	57	10	cyclic	cyclic	ADJ
fis-3252	57	11	bending	bending	NOUN
fis-3252	57	12	loading	loading	NOUN
fis-3252	57	13	.	.	PUNCT
fis-3252	58	1	the	the	DET
fis-3252	58	2	first	first	ADJ
fis-3252	58	3	three	three	NUM
fis-3252	58	4	damage	damage	NOUN
fis-3252	58	5	levels	level	NOUN
fis-3252	58	6	were	be	AUX
fis-3252	58	7	the	the	DET
fis-3252	58	8	same	same	ADJ
fis-3252	58	9	as	as	ADP
fis-3252	58	10	for	for	ADP
fis-3252	58	11	the	the	DET
fis-3252	58	12	previous	previous	ADJ
fis-3252	58	13	unreinforced	unreinforced	ADJ
fis-3252	58	14	case	case	NOUN
fis-3252	58	15	.	.	PUNCT
fis-3252	59	1	two	two	NUM
fis-3252	59	2	additional	additional	ADJ
fis-3252	59	3	cycles	cycle	NOUN
fis-3252	59	4	of	of	ADP
fis-3252	59	5	loading	loading	NOUN
fis-3252	59	6	,	,	PUNCT
fis-3252	59	7	d4	d4	PROPN
fis-3252	59	8	and	and	CCONJ
fis-3252	59	9	d5	d5	NOUN
fis-3252	59	10	,	,	PUNCT
fis-3252	59	11	were	be	AUX
fis-3252	59	12	adopted	adopt	VERB
fis-3252	59	13	,	,	PUNCT
fis-3252	59	14	for	for	ADP
fis-3252	59	15	a	a	DET
fis-3252	59	16	total	total	NOUN
fis-3252	59	17	of	of	ADP
fis-3252	59	18	five	five	NUM
fis-3252	59	19	degrees	degree	NOUN
fis-3252	59	20	of	of	ADP
fis-3252	59	21	damage	damage	NOUN
fis-3252	59	22	.	.	PUNCT
fis-3252	60	1	damage	damage	NOUN
fis-3252	60	2	steps	step	NOUN
fis-3252	60	3	load	load	NOUN
fis-3252	60	4	,	,	PUNCT
fis-3252	60	5	p	p	X
fis-3252	61	1	[	[	X
fis-3252	61	2	kn	kn	X
fis-3252	61	3	]	]	X
fis-3252	61	4	deflection	deflection	NOUN
fis-3252	61	5	at	at	ADP
fis-3252	61	6	midspan	midspan	NOUN
fis-3252	61	7	,	,	PUNCT
fis-3252	61	8	δ	δ	PROPN
fis-3252	62	1	[	[	X
fis-3252	62	2	mm	mm	X
fis-3252	62	3	]	]	X
fis-3252	62	4	strain	strain	NOUN
fis-3252	62	5	at	at	ADP
fis-3252	62	6	compressive	compressive	ADJ
fis-3252	62	7	concrete	concrete	NOUN
fis-3252	62	8	,	,	PUNCT
fis-3252	62	9	εc	εc	ADP
fis-3252	62	10	(	(	PUNCT
fis-3252	62	11	‰	‰	NOUN
fis-3252	62	12	)	)	PUNCT
fis-3252	62	13	strain	strain	NOUN
fis-3252	62	14	at	at	ADP
fis-3252	62	15	steel	steel	NOUN
fis-3252	62	16	reinforcement	reinforcement	NOUN
fis-3252	62	17	(	(	PUNCT
fis-3252	62	18	at	at	ADP
fis-3252	62	19	intrados	intrado	NOUN
fis-3252	62	20	)	)	PUNCT
fis-3252	62	21	,	,	PUNCT
fis-3252	62	22	εs	εs	ADP
fis-3252	62	23	(	(	PUNCT
fis-3252	62	24	‰	‰	NOUN
fis-3252	62	25	)	)	PUNCT
fis-3252	62	26	curvature	curvature	NOUN
fis-3252	62	27	at	at	ADP
fis-3252	62	28	midspan	midspan	ADJ
fis-3252	62	29	section	section	NOUN
fis-3252	62	30	,	,	PUNCT
fis-3252	62	31	χ	χ	X
fis-3252	62	32	(	(	PUNCT
fis-3252	62	33	10	10	NUM
fis-3252	62	34	-	-	SYM
fis-3252	62	35	5	5	NUM
fis-3252	62	36	)	)	PUNCT
fis-3252	62	37	d1	d1	NOUN
fis-3252	62	38	4.00	4.00	NUM
fis-3252	62	39	1.65	1.65	NUM
fis-3252	62	40	0.21	0.21	NUM
fis-3252	62	41	0.85	0.85	NUM
fis-3252	62	42	0.81	0.81	NUM
fis-3252	62	43	d2	d2	PROPN
fis-3252	62	44	8.00	8.00	NUM
fis-3252	62	45	4.67	4.67	NUM
fis-3252	62	46	0.50	0.50	NUM
fis-3252	62	47	1.64	1.64	NUM
fis-3252	62	48	1.64	1.64	NUM
fis-3252	62	49	d3	d3	PROPN
fis-3252	62	50	16.00	16.00	NUM
fis-3252	62	51	11.38	11.38	NUM
fis-3252	62	52	0.94	0.94	NUM
fis-3252	62	53	3.10	3.10	NUM
fis-3252	62	54	3.11	3.11	NUM
fis-3252	62	55	table	table	NOUN
fis-3252	62	56	2	2	NUM
fis-3252	62	57	:	:	PUNCT
fis-3252	62	58	experimental	experimental	ADJ
fis-3252	62	59	results	result	NOUN
fis-3252	62	60	obtained	obtain	VERB
fis-3252	62	61	for	for	ADP
fis-3252	62	62	un	un	ADJ
fis-3252	62	63	-	-	ADJ
fis-3252	62	64	strengthened	strengthen	VERB
fis-3252	62	65	beam	beam	NOUN
fis-3252	62	66	b1	b1	NOUN
fis-3252	62	67	.	.	PUNCT
fis-3252	63	1	r.	r.	PROPN
fis-3252	63	2	capozucca	capozucca	PROPN
fis-3252	63	3	et	et	PROPN
fis-3252	63	4	alii	alii	PROPN
fis-3252	63	5	,	,	PUNCT
fis-3252	63	6	frattura	frattura	PROPN
fis-3252	63	7	ed	ed	PROPN
fis-3252	63	8	integrità	integrità	PROPN
fis-3252	63	9	strutturale	strutturale	PROPN
fis-3252	63	10	,	,	PUNCT
fis-3252	63	11	58	58	NUM
fis-3252	63	12	(	(	PUNCT
fis-3252	63	13	2021	2021	NUM
fis-3252	63	14	)	)	PUNCT
fis-3252	63	15	402	402	NUM
fis-3252	63	16	-	-	SYM
fis-3252	63	17	415	415	NUM
fis-3252	63	18	;	;	PUNCT
fis-3252	63	19	doi	doi	NOUN
fis-3252	63	20	:	:	PUNCT
fis-3252	63	21	10.3221	10.3221	NUM
fis-3252	63	22	/	/	SYM
fis-3252	63	23	igf	igf	PROPN
fis-3252	63	24	-	-	PUNCT
fis-3252	63	25	esis.58.29	esis.58.29	PROPN
fis-3252	63	26	405	405	NUM
fis-3252	63	27	after	after	ADP
fis-3252	63	28	the	the	DET
fis-3252	63	29	fifth	fifth	ADJ
fis-3252	63	30	damage	damage	NOUN
fis-3252	63	31	level	level	NOUN
fis-3252	63	32	,	,	PUNCT
fis-3252	63	33	the	the	DET
fis-3252	63	34	strengthened	strengthen	VERB
fis-3252	63	35	beam	beam	NOUN
fis-3252	63	36	b1	b1	NOUN
fis-3252	63	37	was	be	AUX
fis-3252	63	38	subjected	subject	VERB
fis-3252	63	39	to	to	ADP
fis-3252	63	40	increasing	increase	VERB
fis-3252	63	41	load	load	NOUN
fis-3252	63	42	until	until	ADP
fis-3252	63	43	the	the	DET
fis-3252	63	44	collapse	collapse	NOUN
fis-3252	63	45	.	.	PUNCT
fis-3252	64	1	the	the	DET
fis-3252	64	2	maximum	maximum	ADJ
fis-3252	64	3	load	load	NOUN
fis-3252	64	4	reached	reach	VERB
fis-3252	64	5	during	during	ADP
fis-3252	64	6	test	test	NOUN
fis-3252	64	7	,	,	PUNCT
fis-3252	64	8	that	that	PRON
fis-3252	64	9	lead	lead	VERB
fis-3252	64	10	to	to	ADP
fis-3252	64	11	the	the	DET
fis-3252	64	12	specimen	speciman	NOUN
fis-3252	64	13	’s	’s	PART
fis-3252	64	14	failure	failure	NOUN
fis-3252	64	15	,	,	PUNCT
fis-3252	64	16	was	be	AUX
fis-3252	64	17	equal	equal	ADJ
fis-3252	64	18	to	to	ADP
fis-3252	64	19	pu=	pu=	PROPN
fis-3252	64	20	49.06	49.06	NUM
fis-3252	64	21	kn	kn	PROPN
fis-3252	64	22	.	.	PUNCT
fis-3252	65	1	as	as	SCONJ
fis-3252	65	2	previously	previously	ADV
fis-3252	65	3	described	describe	VERB
fis-3252	65	4	,	,	PUNCT
fis-3252	65	5	the	the	DET
fis-3252	65	6	recording	recording	NOUN
fis-3252	65	7	of	of	ADP
fis-3252	65	8	the	the	DET
fis-3252	65	9	strains	strain	NOUN
fis-3252	65	10	achieved	achieve	VERB
fis-3252	65	11	during	during	ADP
fis-3252	65	12	the	the	DET
fis-3252	65	13	test	test	NOUN
fis-3252	65	14	,	,	PUNCT
fis-3252	65	15	has	have	AUX
fis-3252	65	16	been	be	AUX
fis-3252	65	17	entrusted	entrust	VERB
fis-3252	65	18	to	to	ADP
fis-3252	65	19	one	one	NUM
fis-3252	65	20	strain	strain	NOUN
fis-3252	65	21	gauges	gauge	NOUN
fis-3252	65	22	placed	place	VERB
fis-3252	65	23	on	on	ADP
fis-3252	65	24	the	the	DET
fis-3252	65	25	cfrp	cfrp	NOUN
fis-3252	65	26	rod	rod	NOUN
fis-3252	65	27	,	,	PUNCT
fis-3252	65	28	as	as	SCONJ
fis-3252	65	29	shown	show	VERB
fis-3252	65	30	in	in	ADP
fis-3252	65	31	fig	fig	NOUN
fis-3252	65	32	.	.	PUNCT
fis-3252	66	1	5	5	X
fis-3252	66	2	.	.	X
fis-3252	66	3	tab	tab	NOUN
fis-3252	66	4	.	.	PUNCT
fis-3252	67	1	3	3	NUM
fis-3252	67	2	contains	contain	VERB
fis-3252	67	3	a	a	DET
fis-3252	67	4	summary	summary	NOUN
fis-3252	67	5	of	of	ADP
fis-3252	67	6	the	the	DET
fis-3252	67	7	main	main	ADJ
fis-3252	67	8	data	datum	NOUN
fis-3252	67	9	acquired	acquire	VERB
fis-3252	67	10	from	from	ADP
fis-3252	67	11	the	the	DET
fis-3252	67	12	instrumentation	instrumentation	NOUN
fis-3252	67	13	used	use	VERB
fis-3252	67	14	for	for	ADP
fis-3252	67	15	each	each	DET
fis-3252	67	16	loading	loading	NOUN
fis-3252	67	17	step	step	NOUN
fis-3252	67	18	and	and	CCONJ
fis-3252	67	19	the	the	DET
fis-3252	67	20	curvature	curvature	NOUN
fis-3252	67	21	at	at	ADP
fis-3252	67	22	the	the	DET
fis-3252	67	23	midspan	midspan	PROPN
fis-3252	67	24	section	section	NOUN
fis-3252	67	25	evaluated	evaluate	VERB
fis-3252	67	26	for	for	ADP
fis-3252	67	27	the	the	DET
fis-3252	67	28	strengthened	strengthen	VERB
fis-3252	67	29	beam	beam	NOUN
fis-3252	67	30	b1	b1	PROPN
fis-3252	67	31	.	.	PUNCT
fis-3252	68	1	figure	figure	VERB
fis-3252	68	2	5	5	NUM
fis-3252	68	3	:	:	PUNCT
fis-3252	68	4	instruments	instrument	NOUN
fis-3252	68	5	for	for	ADP
fis-3252	68	6	strain	strain	NOUN
fis-3252	68	7	and	and	CCONJ
fis-3252	68	8	displacement	displacement	ADJ
fis-3252	68	9	monitoring	monitoring	NOUN
fis-3252	68	10	at	at	ADP
fis-3252	68	11	the	the	DET
fis-3252	68	12	midspan	midspan	NOUN
fis-3252	68	13	.	.	PUNCT
fis-3252	69	1	damage	damage	NOUN
fis-3252	69	2	steps	step	NOUN
fis-3252	69	3	load	load	NOUN
fis-3252	69	4	,	,	PUNCT
fis-3252	69	5	p	p	X
fis-3252	70	1	[	[	X
fis-3252	70	2	kn	kn	X
fis-3252	70	3	]	]	X
fis-3252	70	4	deflection	deflection	NOUN
fis-3252	70	5	at	at	ADP
fis-3252	70	6	midspan	midspan	NOUN
fis-3252	70	7	,	,	PUNCT
fis-3252	70	8	δ	δ	PROPN
fis-3252	71	1	[	[	X
fis-3252	71	2	mm	mm	X
fis-3252	71	3	]	]	X
fis-3252	71	4	strain	strain	NOUN
fis-3252	71	5	at	at	ADP
fis-3252	71	6	compressive	compressive	ADJ
fis-3252	71	7	concrete	concrete	NOUN
fis-3252	71	8	,	,	PUNCT
fis-3252	71	9	εc	εc	ADP
fis-3252	71	10	(	(	PUNCT
fis-3252	71	11	‰	‰	NOUN
fis-3252	71	12	)	)	PUNCT
fis-3252	71	13	strain	strain	NOUN
fis-3252	71	14	at	at	ADP
fis-3252	71	15	steel	steel	NOUN
fis-3252	71	16	reinforcement	reinforcement	NOUN
fis-3252	71	17	(	(	PUNCT
fis-3252	71	18	at	at	ADP
fis-3252	71	19	intrados	intrado	NOUN
fis-3252	71	20	)	)	PUNCT
fis-3252	71	21	,	,	PUNCT
fis-3252	71	22	εs	εs	ADP
fis-3252	71	23	(	(	PUNCT
fis-3252	71	24	‰	‰	NOUN
fis-3252	71	25	)	)	PUNCT
fis-3252	71	26	strain	strain	NOUN
fis-3252	71	27	at	at	ADP
fis-3252	71	28	cfrp	cfrp	NOUN
fis-3252	71	29	rod	rod	NOUN
fis-3252	71	30	,	,	PUNCT
fis-3252	71	31	εcfrp	εcfrp	PROPN
fis-3252	71	32	(	(	PUNCT
fis-3252	71	33	‰	‰	NOUN
fis-3252	71	34	)	)	PUNCT
fis-3252	71	35	curvature	curvature	NOUN
fis-3252	71	36	at	at	ADP
fis-3252	71	37	midspan	midspan	PROPN
fis-3252	71	38	section	section	NOUN
fis-3252	71	39	*	*	NOUN
fis-3252	71	40	,	,	PUNCT
fis-3252	71	41	χ	χ	X
fis-3252	71	42	(	(	PUNCT
fis-3252	71	43	10	10	NUM
fis-3252	71	44	-	-	SYM
fis-3252	71	45	5	5	NUM
fis-3252	71	46	)	)	PUNCT
fis-3252	71	47	d1	d1	NOUN
fis-3252	71	48	4.00	4.00	NUM
fis-3252	71	49	0.96	0.96	NUM
fis-3252	71	50	0.09	0.09	NUM
fis-3252	71	51	0.24	0.24	NUM
fis-3252	71	52	0.14	0.14	NUM
fis-3252	71	53	0.03	0.03	NUM
fis-3252	71	54	d2	d2	PROPN
fis-3252	71	55	8.02	8.02	NUM
fis-3252	71	56	0.80	0.80	NUM
fis-3252	71	57	0.24	0.24	NUM
fis-3252	71	58	0.52	0.52	NUM
fis-3252	71	59	0.55	0.55	NUM
fis-3252	71	60	0.21	0.21	NUM
fis-3252	71	61	d3	d3	PROPN
fis-3252	71	62	18.01	18.01	NUM
fis-3252	71	63	3.29	3.29	NUM
fis-3252	71	64	0.59	0.59	NUM
fis-3252	71	65	1.42	1.42	NUM
fis-3252	71	66	1.50	1.50	NUM
fis-3252	71	67	0.61	0.61	NUM
fis-3252	71	68	d4	d4	PROPN
fis-3252	71	69	24.01	24.01	NUM
fis-3252	71	70	7.36	7.36	NUM
fis-3252	71	71	0.83	0.83	NUM
fis-3252	71	72	2.10	2.10	NUM
fis-3252	71	73	2.06	2.06	NUM
fis-3252	71	74	0.82	0.82	NUM
fis-3252	71	75	d5	d5	NOUN
fis-3252	71	76	30.01	30.01	NUM
fis-3252	71	77	9.45	9.45	NUM
fis-3252	71	78	1.05	1.05	NUM
fis-3252	71	79	2.73	2.73	NUM
fis-3252	71	80	1.12	1.12	NUM
fis-3252	71	81	table	table	NOUN
fis-3252	71	82	3	3	NUM
fis-3252	71	83	:	:	PUNCT
fis-3252	71	84	main	main	ADJ
fis-3252	71	85	results	result	NOUN
fis-3252	71	86	obtained	obtain	VERB
fis-3252	71	87	by	by	ADP
fis-3252	71	88	static	static	ADJ
fis-3252	71	89	bending	bending	NOUN
fis-3252	71	90	tests	test	NOUN
fis-3252	71	91	for	for	ADP
fis-3252	71	92	beam	beam	NOUN
fis-3252	71	93	b1	b1	NOUN
fis-3252	71	94	with	with	ADP
fis-3252	71	95	nsm	nsm	PROPN
fis-3252	71	96	cfrp	cfrp	NOUN
fis-3252	71	97	.	.	PUNCT
fis-3252	72	1	*	*	PUNCT
fis-3252	72	2	curvature	curvature	NOUN
fis-3252	72	3	evaluated	evaluate	VERB
fis-3252	72	4	from	from	ADP
fis-3252	72	5	deformation	deformation	NOUN
fis-3252	72	6	on	on	ADP
fis-3252	72	7	compressive	compressive	ADJ
fis-3252	72	8	edge	edge	NOUN
fis-3252	72	9	and	and	CCONJ
fis-3252	72	10	cfrp	cfrp	NOUN
fis-3252	72	11	bar	bar	NOUN
fis-3252	72	12	.	.	PUNCT
fis-3252	73	1	(	(	PUNCT
fis-3252	73	2	a	a	X
fis-3252	73	3	)	)	PUNCT
fis-3252	73	4	0	0	NUM
fis-3252	73	5	5	5	NUM
fis-3252	73	6	10	10	NUM
fis-3252	73	7	15	15	NUM
fis-3252	73	8	20	20	NUM
fis-3252	73	9	0	0	NUM
fis-3252	73	10	2	2	NUM
fis-3252	73	11	4	4	NUM
fis-3252	73	12	6	6	NUM
fis-3252	73	13	8	8	NUM
fis-3252	73	14	10	10	NUM
fis-3252	73	15	12	12	NUM
fis-3252	73	16	lo	lo	NOUN
fis-3252	73	17	ad	ad	NOUN
fis-3252	73	18	p	p	X
fis-3252	74	1	[	[	X
fis-3252	74	2	k	k	X
fis-3252	74	3	n	n	X
fis-3252	74	4	]	]	PUNCT
fis-3252	74	5	δ	δ	PROPN
fis-3252	75	1	[	[	X
fis-3252	75	2	mm	mm	X
fis-3252	75	3	]	]	X
fis-3252	75	4	d1	d1	PROPN
fis-3252	75	5	d2	d2	PROPN
fis-3252	75	6	d3	d3	PROPN
fis-3252	75	7	r.	r.	PROPN
fis-3252	75	8	capozucca	capozucca	PROPN
fis-3252	75	9	et	et	PROPN
fis-3252	75	10	alii	alii	PROPN
fis-3252	75	11	,	,	PUNCT
fis-3252	75	12	frattura	frattura	PROPN
fis-3252	75	13	ed	ed	PROPN
fis-3252	75	14	integrità	integrità	PROPN
fis-3252	75	15	strutturale	strutturale	PROPN
fis-3252	75	16	,	,	PUNCT
fis-3252	75	17	58	58	NUM
fis-3252	75	18	(	(	PUNCT
fis-3252	75	19	2021	2021	NUM
fis-3252	75	20	)	)	PUNCT
fis-3252	75	21	402	402	NUM
fis-3252	75	22	-	-	SYM
fis-3252	75	23	415	415	NUM
fis-3252	75	24	;	;	PUNCT
fis-3252	75	25	doi	doi	NOUN
fis-3252	75	26	:	:	PUNCT
fis-3252	75	27	10.3221	10.3221	NUM
fis-3252	75	28	/	/	SYM
fis-3252	75	29	igf	igf	PROPN
fis-3252	75	30	-	-	PUNCT
fis-3252	75	31	esis.58.29	esis.58.29	PROPN
fis-3252	75	32	406	406	NUM
fis-3252	75	33	(	(	PUNCT
fis-3252	75	34	b	b	NOUN
fis-3252	75	35	)	)	PUNCT
fis-3252	75	36	(	(	PUNCT
fis-3252	75	37	c	c	X
fis-3252	75	38	)	)	PUNCT
fis-3252	75	39	figure	figure	NOUN
fis-3252	75	40	5	5	NUM
fis-3252	75	41	:	:	PUNCT
fis-3252	75	42	diagrams	diagram	NOUN
fis-3252	75	43	(	(	PUNCT
fis-3252	75	44	a	a	DET
fis-3252	75	45	)	)	PUNCT
fis-3252	75	46	load	load	NOUN
fis-3252	75	47	,	,	PUNCT
fis-3252	75	48	p	p	X
fis-3252	75	49	,	,	PUNCT
fis-3252	75	50	vs	vs	ADP
fis-3252	75	51	deflection	deflection	NOUN
fis-3252	75	52	,	,	PUNCT
fis-3252	75	53	δ	δ	PROPN
fis-3252	75	54	;	;	PUNCT
fis-3252	75	55	(	(	PUNCT
fis-3252	75	56	b	b	X
fis-3252	75	57	)	)	PUNCT
fis-3252	75	58	load	load	NOUN
fis-3252	75	59	,	,	PUNCT
fis-3252	75	60	p	p	X
fis-3252	75	61	,	,	PUNCT
fis-3252	75	62	vs	vs	ADP
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fis-3252	75	64	,	,	PUNCT
fis-3252	75	65	ɛc	ɛc	ADP
fis-3252	75	66	,	,	PUNCT
fis-3252	75	67	at	at	ADP
fis-3252	75	68	the	the	DET
fis-3252	75	69	edge	edge	NOUN
fis-3252	75	70	of	of	ADP
fis-3252	75	71	compressive	compressive	ADJ
fis-3252	75	72	concrete	concrete	NOUN
fis-3252	75	73	and	and	CCONJ
fis-3252	75	74	(	(	PUNCT
fis-3252	75	75	c	c	NOUN
fis-3252	75	76	)	)	PUNCT
fis-3252	75	77	load	load	NOUN
fis-3252	75	78	,	,	PUNCT
fis-3252	75	79	p	p	X
fis-3252	75	80	,	,	PUNCT
fis-3252	75	81	vs	vs	ADP
fis-3252	75	82	strain	strain	NOUN
fis-3252	75	83	of	of	ADP
fis-3252	75	84	tensile	tensile	NOUN
fis-3252	75	85	steel	steel	NOUN
fis-3252	75	86	,	,	PUNCT
fis-3252	75	87	ɛs	ɛs	ADV
fis-3252	75	88	–	–	PUNCT
fis-3252	75	89	rc	rc	PROPN
fis-3252	75	90	beam	beam	NOUN
fis-3252	75	91	b1	b1	PROPN
fis-3252	75	92	without	without	ADP
fis-3252	75	93	strengthening	strengthen	VERB
fis-3252	75	94	.	.	PUNCT
fis-3252	76	1	(	(	PUNCT
fis-3252	76	2	a	a	X
fis-3252	76	3	)	)	PUNCT
fis-3252	76	4	0	0	NUM
fis-3252	76	5	5	5	NUM
fis-3252	76	6	10	10	NUM
fis-3252	76	7	15	15	NUM
fis-3252	76	8	20	20	NUM
fis-3252	76	9	0	0	NUM
fis-3252	76	10	200	200	NUM
fis-3252	76	11	400	400	NUM
fis-3252	76	12	600	600	NUM
fis-3252	76	13	800	800	NUM
fis-3252	76	14	1	1	NUM
fis-3252	76	15	000	000	NUM
fis-3252	76	16	lo	lo	NOUN
fis-3252	76	17	ad	ad	NOUN
fis-3252	76	18	p	p	X
fis-3252	77	1	[	[	X
fis-3252	77	2	k	k	X
fis-3252	77	3	n	n	X
fis-3252	77	4	]	]	X
fis-3252	77	5	εc	εc	ADP
fis-3252	77	6	(	(	PUNCT
fis-3252	77	7	·	·	PUNCT
fis-3252	77	8	10	10	NUM
fis-3252	77	9	-	-	SYM
fis-3252	77	10	6	6	NUM
fis-3252	77	11	)	)	PUNCT
fis-3252	77	12	d1	d1	PROPN
fis-3252	77	13	d2	d2	PROPN
fis-3252	77	14	d3	d3	PROPN
fis-3252	77	15	0	0	NUM
fis-3252	77	16	5	5	NUM
fis-3252	77	17	10	10	NUM
fis-3252	77	18	15	15	NUM
fis-3252	77	19	20	20	NUM
fis-3252	77	20	0	0	NUM
fis-3252	77	21	500	500	NUM
fis-3252	77	22	1	1	NUM
fis-3252	77	23	000	000	NUM
fis-3252	77	24	1	1	NUM
fis-3252	77	25	500	500	NUM
fis-3252	77	26	2	2	NUM
fis-3252	77	27	000	000	NUM
fis-3252	77	28	2	2	NUM
fis-3252	77	29	500	500	NUM
fis-3252	77	30	3	3	NUM
fis-3252	77	31	000	000	NUM
fis-3252	77	32	3	3	NUM
fis-3252	77	33	500	500	NUM
fis-3252	77	34	lo	lo	NOUN
fis-3252	77	35	ad	ad	NOUN
fis-3252	77	36	p	p	X
fis-3252	77	37	[	[	PUNCT
fis-3252	77	38	kn	kn	X
fis-3252	77	39	]	]	PUNCT
fis-3252	77	40	εs	εs	ADP
fis-3252	77	41	(	(	PUNCT
fis-3252	77	42	·	·	PUNCT
fis-3252	77	43	10	10	NUM
fis-3252	77	44	-	-	SYM
fis-3252	77	45	6	6	NUM
fis-3252	77	46	)	)	PUNCT
fis-3252	77	47	d1	d1	PROPN
fis-3252	77	48	d2	d2	PROPN
fis-3252	77	49	d3	d3	PROPN
fis-3252	77	50	0	0	NUM
fis-3252	77	51	5	5	NUM
fis-3252	77	52	10	10	NUM
fis-3252	77	53	15	15	NUM
fis-3252	77	54	20	20	NUM
fis-3252	77	55	25	25	NUM
fis-3252	77	56	30	30	NUM
fis-3252	77	57	35	35	NUM
fis-3252	77	58	40	40	NUM
fis-3252	77	59	45	45	NUM
fis-3252	77	60	0	0	NUM
fis-3252	77	61	5	5	NUM
fis-3252	77	62	10	10	NUM
fis-3252	77	63	15	15	NUM
fis-3252	77	64	20	20	NUM
fis-3252	77	65	lo	lo	NOUN
fis-3252	77	66	ad	ad	NOUN
fis-3252	78	1	p	p	X
fis-3252	78	2	[	[	PUNCT
fis-3252	78	3	kn	kn	X
fis-3252	78	4	]	]	PUNCT
fis-3252	78	5	δ	δ	PROPN
fis-3252	79	1	[	[	X
fis-3252	79	2	mm	mm	X
fis-3252	79	3	]	]	X
fis-3252	79	4	d1	d1	PROPN
fis-3252	79	5	d2	d2	PROPN
fis-3252	79	6	d3	d3	PROPN
fis-3252	79	7	d4	d4	PROPN
fis-3252	79	8	d5	d5	PROPN
fis-3252	79	9	failure	failure	NOUN
fis-3252	79	10	condition	condition	NOUN
fis-3252	79	11	r.	r.	PROPN
fis-3252	79	12	capozucca	capozucca	PROPN
fis-3252	79	13	et	et	PROPN
fis-3252	79	14	alii	alii	PROPN
fis-3252	79	15	,	,	PUNCT
fis-3252	79	16	frattura	frattura	PROPN
fis-3252	79	17	ed	ed	PROPN
fis-3252	79	18	integrità	integrità	PROPN
fis-3252	79	19	strutturale	strutturale	PROPN
fis-3252	79	20	,	,	PUNCT
fis-3252	79	21	58	58	NUM
fis-3252	79	22	(	(	PUNCT
fis-3252	79	23	2021	2021	NUM
fis-3252	79	24	)	)	PUNCT
fis-3252	79	25	402	402	NUM
fis-3252	79	26	-	-	SYM
fis-3252	79	27	415	415	NUM
fis-3252	79	28	;	;	PUNCT
fis-3252	79	29	doi	doi	NOUN
fis-3252	79	30	:	:	PUNCT
fis-3252	79	31	10.3221	10.3221	NUM
fis-3252	79	32	/	/	SYM
fis-3252	79	33	igf	igf	PROPN
fis-3252	79	34	-	-	PUNCT
fis-3252	79	35	esis.58.29	esis.58.29	PROPN
fis-3252	79	36	407	407	NUM
fis-3252	79	37	(	(	PUNCT
fis-3252	79	38	b	b	NOUN
fis-3252	79	39	)	)	PUNCT
fis-3252	79	40	figure	figure	NOUN
fis-3252	79	41	6	6	NUM
fis-3252	79	42	:	:	PUNCT
fis-3252	79	43	diagrams	diagram	NOUN
fis-3252	79	44	(	(	PUNCT
fis-3252	79	45	a	a	DET
fis-3252	79	46	)	)	PUNCT
fis-3252	79	47	load	load	NOUN
fis-3252	79	48	,	,	PUNCT
fis-3252	79	49	p	p	X
fis-3252	79	50	,	,	PUNCT
fis-3252	79	51	vs	vs	ADP
fis-3252	79	52	deflection	deflection	NOUN
fis-3252	79	53	,	,	PUNCT
fis-3252	79	54	δ	δ	PROPN
fis-3252	79	55	,	,	PUNCT
fis-3252	79	56	and	and	CCONJ
fis-3252	79	57	(	(	PUNCT
fis-3252	79	58	b	b	NOUN
fis-3252	79	59	)	)	PUNCT
fis-3252	79	60	load	load	NOUN
fis-3252	79	61	,	,	PUNCT
fis-3252	79	62	p	p	X
fis-3252	79	63	,	,	PUNCT
fis-3252	79	64	vs	vs	ADP
fis-3252	79	65	strain	strain	NOUN
fis-3252	79	66	of	of	ADP
fis-3252	79	67	cfrp	cfrp	NOUN
fis-3252	79	68	rod	rod	NOUN
fis-3252	79	69	,	,	PUNCT
fis-3252	79	70	ɛcfrp	ɛcfrp	PROPN
fis-3252	79	71	,	,	PUNCT
fis-3252	79	72	rc	rc	PROPN
fis-3252	79	73	beam	beam	PROPN
fis-3252	79	74	b1	b1	PROPN
fis-3252	79	75	with	with	ADP
fis-3252	79	76	nsm	nsm	PROPN
fis-3252	79	77	cfrp	cfrp	PROPN
fis-3252	79	78	rod	rod	PROPN
fis-3252	79	79	.	.	PUNCT
fis-3252	80	1	in	in	ADP
fis-3252	80	2	fig	fig	NOUN
fis-3252	80	3	.	.	PUNCT
fis-3252	81	1	7	7	NUM
fis-3252	82	1	the	the	DET
fis-3252	82	2	diagrams	diagram	NOUN
fis-3252	82	3	of	of	ADP
fis-3252	82	4	moment	moment	NOUN
fis-3252	82	5	,	,	PUNCT
fis-3252	82	6	m	m	PRON
fis-3252	82	7	,	,	PUNCT
fis-3252	82	8	versus	versus	ADP
fis-3252	82	9	curvature	curvature	NOUN
fis-3252	82	10	,	,	PUNCT
fis-3252	82	11	χ	χ	X
fis-3252	82	12	,	,	PUNCT
fis-3252	82	13	refer	refer	VERB
fis-3252	82	14	to	to	ADP
fis-3252	82	15	the	the	DET
fis-3252	82	16	cross	cross	ADJ
fis-3252	82	17	-	-	ADJ
fis-3252	82	18	sectional	sectional	ADJ
fis-3252	82	19	area	area	NOUN
fis-3252	82	20	,	,	PUNCT
fis-3252	82	21	obtained	obtain	VERB
fis-3252	82	22	by	by	ADP
fis-3252	82	23	static	static	ADJ
fis-3252	82	24	bending	bend	VERB
fis-3252	82	25	tests	test	NOUN
fis-3252	82	26	are	be	AUX
fis-3252	82	27	illustrated	illustrate	VERB
fis-3252	82	28	:	:	PUNCT
fis-3252	82	29	the	the	DET
fis-3252	82	30	first	first	ADJ
fis-3252	82	31	one	one	NOUN
fis-3252	82	32	is	be	AUX
fis-3252	82	33	referred	refer	VERB
fis-3252	82	34	to	to	ADP
fis-3252	82	35	un	un	VERB
fis-3252	82	36	-	-	VERB
fis-3252	82	37	strengthened	strengthen	VERB
fis-3252	82	38	specimen	speciman	NOUN
fis-3252	82	39	b1	b1	PROPN
fis-3252	82	40	,	,	PUNCT
fis-3252	82	41	where	where	SCONJ
fis-3252	82	42	χ	χ	NOUN
fis-3252	82	43	is	be	AUX
fis-3252	82	44	calculated	calculate	VERB
fis-3252	82	45	from	from	ADP
fis-3252	82	46	values	value	NOUN
fis-3252	82	47	recorded	record	VERB
fis-3252	82	48	on	on	ADP
fis-3252	82	49	compressive	compressive	ADJ
fis-3252	82	50	concrete	concrete	ADJ
fis-3252	82	51	edge	edge	NOUN
fis-3252	82	52	and	and	CCONJ
fis-3252	82	53	on	on	ADP
fis-3252	82	54	steel	steel	NOUN
fis-3252	82	55	bar	bar	NOUN
fis-3252	82	56	;	;	PUNCT
fis-3252	82	57	the	the	DET
fis-3252	82	58	second	second	ADJ
fis-3252	82	59	one	one	NOUN
fis-3252	82	60	is	be	AUX
fis-3252	82	61	referred	refer	VERB
fis-3252	82	62	to	to	PART
fis-3252	82	63	strengthened	strengthen	VERB
fis-3252	82	64	beam	beam	NOUN
fis-3252	82	65	b1	b1	NOUN
fis-3252	82	66	,	,	PUNCT
fis-3252	82	67	where	where	SCONJ
fis-3252	82	68	χ	χ	NOUN
fis-3252	82	69	is	be	AUX
fis-3252	82	70	obtained	obtain	VERB
fis-3252	82	71	from	from	ADP
fis-3252	82	72	strain	strain	ADJ
fis-3252	82	73	values	value	NOUN
fis-3252	82	74	measured	measure	VERB
fis-3252	82	75	on	on	ADP
fis-3252	82	76	compressive	compressive	ADJ
fis-3252	82	77	concrete	concrete	ADJ
fis-3252	82	78	edge	edge	NOUN
fis-3252	82	79	and	and	CCONJ
fis-3252	82	80	on	on	ADP
fis-3252	82	81	cfrp	cfrp	NOUN
fis-3252	82	82	rod	rod	NOUN
fis-3252	82	83	.	.	PUNCT
fis-3252	83	1	results	result	NOUN
fis-3252	83	2	of	of	ADP
fis-3252	83	3	static	static	ADJ
fis-3252	83	4	bending	bend	VERB
fis-3252	83	5	tests	test	NOUN
fis-3252	83	6	obtained	obtain	VERB
fis-3252	83	7	for	for	ADP
fis-3252	83	8	beam	beam	NOUN
fis-3252	83	9	with	with	ADP
fis-3252	83	10	nsm	nsm	PROPN
fis-3252	83	11	cfrp	cfrp	PROPN
fis-3252	83	12	strengthening	strengthening	NOUN
fis-3252	83	13	are	be	AUX
fis-3252	83	14	shown	show	VERB
fis-3252	83	15	in	in	ADP
fis-3252	83	16	fig	fig	NOUN
fis-3252	83	17	.	.	PUNCT
fis-3252	84	1	6	6	NUM
fis-3252	84	2	in	in	ADP
fis-3252	84	3	term	term	NOUN
fis-3252	84	4	of	of	ADP
fis-3252	84	5	load	load	NOUN
fis-3252	84	6	deflection	deflection	NOUN
fis-3252	84	7	(	(	PUNCT
fis-3252	84	8	p	p	NOUN
fis-3252	84	9	δ	δ	PROPN
fis-3252	84	10	)	)	PUNCT
fis-3252	84	11	and	and	CCONJ
fis-3252	84	12	load	load	NOUN
fis-3252	84	13	–	–	PUNCT
fis-3252	84	14	strain	strain	NOUN
fis-3252	84	15	of	of	ADP
fis-3252	84	16	tensile	tensile	NOUN
fis-3252	84	17	cfrp	cfrp	NOUN
fis-3252	84	18	rod	rod	NOUN
fis-3252	84	19	(	(	PUNCT
fis-3252	84	20	p	p	NOUN
fis-3252	84	21	εcfrp	εcfrp	NOUN
fis-3252	84	22	)	)	PUNCT
fis-3252	84	23	diagrams	diagram	NOUN
fis-3252	84	24	evaluated	evaluate	VERB
fis-3252	84	25	at	at	ADP
fis-3252	84	26	midspan	midspan	ADJ
fis-3252	84	27	section	section	NOUN
fis-3252	84	28	of	of	ADP
fis-3252	84	29	beam	beam	NOUN
fis-3252	84	30	.	.	PUNCT
fis-3252	85	1	during	during	ADP
fis-3252	85	2	the	the	DET
fis-3252	85	3	tests	test	NOUN
fis-3252	85	4	,	,	PUNCT
fis-3252	85	5	the	the	DET
fis-3252	85	6	propagation	propagation	NOUN
fis-3252	85	7	of	of	ADP
fis-3252	85	8	cracks	crack	NOUN
fis-3252	85	9	was	be	AUX
fis-3252	85	10	also	also	ADV
fis-3252	85	11	visually	visually	ADV
fis-3252	85	12	observed	observe	VERB
fis-3252	85	13	:	:	PUNCT
fis-3252	85	14	after	after	ADP
fis-3252	85	15	the	the	DET
fis-3252	85	16	first	first	ADJ
fis-3252	85	17	load	load	NOUN
fis-3252	85	18	cycle	cycle	NOUN
fis-3252	85	19	,	,	PUNCT
fis-3252	85	20	with	with	ADP
fis-3252	85	21	p1	p1	PROPN
fis-3252	85	22	=	=	SYM
fis-3252	85	23	4	4	NUM
fis-3252	85	24	kn	kn	PROPN
fis-3252	85	25	,	,	PUNCT
fis-3252	85	26	the	the	DET
fis-3252	85	27	cracks	crack	NOUN
fis-3252	85	28	on	on	ADP
fis-3252	85	29	the	the	DET
fis-3252	85	30	un	un	PROPN
fis-3252	85	31	-	-	ADJ
fis-3252	85	32	strengthened	strengthened	ADJ
fis-3252	85	33	specimen	speciman	NOUN
fis-3252	85	34	,	,	PUNCT
fis-3252	85	35	was	be	AUX
fis-3252	85	36	almost	almost	ADV
fis-3252	85	37	absent	absent	ADJ
fis-3252	85	38	;	;	PUNCT
fis-3252	85	39	when	when	SCONJ
fis-3252	85	40	the	the	DET
fis-3252	85	41	load	load	NOUN
fis-3252	85	42	was	be	AUX
fis-3252	85	43	increased	increase	VERB
fis-3252	85	44	,	,	PUNCT
fis-3252	85	45	the	the	DET
fis-3252	85	46	crack	crack	NOUN
fis-3252	85	47	pattern	pattern	NOUN
fis-3252	85	48	followed	follow	VERB
fis-3252	85	49	the	the	DET
fis-3252	85	50	trend	trend	NOUN
fis-3252	85	51	of	of	ADP
fis-3252	85	52	a	a	DET
fis-3252	85	53	typical	typical	ADJ
fis-3252	85	54	rc	rc	PROPN
fis-3252	85	55	beam	beam	NOUN
fis-3252	85	56	,	,	PUNCT
fis-3252	85	57	with	with	ADP
fis-3252	85	58	vertical	vertical	ADJ
fis-3252	85	59	cracks	crack	NOUN
fis-3252	85	60	in	in	ADP
fis-3252	85	61	midspan	midspan	ADJ
fis-3252	85	62	and	and	CCONJ
fis-3252	85	63	oblique	oblique	ADJ
fis-3252	85	64	cracks	crack	NOUN
fis-3252	85	65	nearby	nearby	ADP
fis-3252	85	66	the	the	DET
fis-3252	85	67	supports	support	NOUN
fis-3252	85	68	,	,	PUNCT
fis-3252	85	69	as	as	SCONJ
fis-3252	85	70	shown	show	VERB
fis-3252	85	71	in	in	ADP
fis-3252	85	72	fig	fig	NOUN
fis-3252	85	73	.	.	PUNCT
fis-3252	86	1	8	8	NUM
fis-3252	86	2	.	.	X
fis-3252	86	3	in	in	ADP
fis-3252	86	4	the	the	DET
fis-3252	86	5	nsm	nsm	PROPN
fis-3252	86	6	cfrp	cfrp	PROPN
fis-3252	86	7	strengthened	strengthen	VERB
fis-3252	86	8	beam	beam	NOUN
fis-3252	86	9	,	,	PUNCT
fis-3252	86	10	the	the	DET
fis-3252	86	11	crack	crack	NOUN
fis-3252	86	12	pattern	pattern	NOUN
fis-3252	86	13	developed	develop	VERB
fis-3252	86	14	following	follow	VERB
fis-3252	86	15	the	the	DET
fis-3252	86	16	fractures	fracture	NOUN
fis-3252	86	17	occurred	occur	VERB
fis-3252	86	18	during	during	ADP
fis-3252	86	19	the	the	DET
fis-3252	86	20	previous	previous	ADJ
fis-3252	86	21	test	test	NOUN
fis-3252	86	22	on	on	ADP
fis-3252	86	23	the	the	DET
fis-3252	86	24	un	un	PROPN
fis-3252	86	25	-	-	ADJ
fis-3252	86	26	strengthened	strengthened	ADJ
fis-3252	86	27	specimen	speciman	NOUN
fis-3252	86	28	;	;	PUNCT
fis-3252	86	29	only	only	ADV
fis-3252	86	30	for	for	ADP
fis-3252	86	31	the	the	DET
fis-3252	86	32	last	last	ADJ
fis-3252	86	33	two	two	NUM
fis-3252	86	34	loading	loading	NOUN
fis-3252	86	35	cycles	cycle	NOUN
fis-3252	86	36	the	the	DET
fis-3252	86	37	cracks	crack	NOUN
fis-3252	86	38	increased	increase	VERB
fis-3252	86	39	in	in	ADP
fis-3252	86	40	depth	depth	NOUN
fis-3252	86	41	and	and	CCONJ
fis-3252	86	42	width	width	ADJ
fis-3252	86	43	(	(	PUNCT
fis-3252	86	44	fig	fig	NOUN
fis-3252	86	45	.	.	PUNCT
fis-3252	87	1	9	9	NUM
fis-3252	87	2	)	)	PUNCT
fis-3252	87	3	.	.	PUNCT
fis-3252	88	1	if	if	SCONJ
fis-3252	88	2	we	we	PRON
fis-3252	88	3	analyze	analyze	VERB
fis-3252	88	4	the	the	DET
fis-3252	88	5	collapse	collapse	NOUN
fis-3252	88	6	mode	mode	NOUN
fis-3252	88	7	of	of	ADP
fis-3252	88	8	beam	beam	NOUN
fis-3252	88	9	b1	b1	NOUN
fis-3252	88	10	strengthened	strengthen	VERB
fis-3252	88	11	with	with	ADP
fis-3252	88	12	nsm	nsm	PROPN
fis-3252	88	13	cfrp	cfrp	PROPN
fis-3252	88	14	,	,	PUNCT
fis-3252	88	15	it	it	PRON
fis-3252	88	16	can	can	AUX
fis-3252	88	17	be	be	AUX
fis-3252	88	18	seen	see	VERB
fis-3252	88	19	that	that	SCONJ
fis-3252	88	20	the	the	DET
fis-3252	88	21	specimen	speciman	NOUN
fis-3252	88	22	reached	reach	VERB
fis-3252	88	23	failure	failure	NOUN
fis-3252	88	24	for	for	ADP
fis-3252	88	25	the	the	DET
fis-3252	88	26	crushing	crushing	NOUN
fis-3252	88	27	of	of	ADP
fis-3252	88	28	compressed	compressed	ADJ
fis-3252	88	29	concrete	concrete	NOUN
fis-3252	88	30	and	and	CCONJ
fis-3252	88	31	the	the	DET
fis-3252	88	32	debonding	debonding	NOUN
fis-3252	88	33	of	of	ADP
fis-3252	88	34	the	the	DET
fis-3252	88	35	cfrp	cfrp	NOUN
fis-3252	88	36	rod	rod	NOUN
fis-3252	88	37	that	that	PRON
fis-3252	88	38	began	begin	VERB
fis-3252	88	39	at	at	ADP
fis-3252	88	40	the	the	DET
fis-3252	88	41	maximum	maximum	ADJ
fis-3252	88	42	moment	moment	NOUN
fis-3252	88	43	region	region	NOUN
fis-3252	88	44	region	region	NOUN
fis-3252	88	45	and	and	CCONJ
fis-3252	88	46	propagated	propagate	VERB
fis-3252	88	47	to	to	ADP
fis-3252	88	48	an	an	DET
fis-3252	88	49	extremity	extremity	NOUN
fis-3252	88	50	of	of	ADP
fis-3252	88	51	beam	beam	NOUN
fis-3252	88	52	.	.	PUNCT
fis-3252	89	1	in	in	ADP
fis-3252	89	2	particular	particular	ADJ
fis-3252	89	3	,	,	PUNCT
fis-3252	89	4	the	the	DET
fis-3252	89	5	debonding	debonding	NOUN
fis-3252	89	6	between	between	ADP
fis-3252	89	7	adhesive	adhesive	NOUN
fis-3252	89	8	and	and	CCONJ
fis-3252	89	9	the	the	DET
fis-3252	89	10	surrounding	surround	VERB
fis-3252	89	11	concrete	concrete	NOUN
fis-3252	89	12	was	be	AUX
fis-3252	89	13	recorded	record	VERB
fis-3252	89	14	at	at	ADP
fis-3252	89	15	midspan	midspan	NOUN
fis-3252	89	16	;	;	PUNCT
fis-3252	89	17	moving	move	VERB
fis-3252	89	18	away	away	ADV
fis-3252	89	19	from	from	ADP
fis-3252	89	20	the	the	DET
fis-3252	89	21	midspan	midspan	NOUN
fis-3252	89	22	section	section	NOUN
fis-3252	89	23	,	,	PUNCT
fis-3252	89	24	also	also	ADV
fis-3252	89	25	part	part	NOUN
fis-3252	89	26	of	of	ADP
fis-3252	89	27	concrete	concrete	ADJ
fis-3252	89	28	cover	cover	NOUN
fis-3252	89	29	was	be	AUX
fis-3252	89	30	interested	interested	ADJ
fis-3252	89	31	(	(	PUNCT
fis-3252	89	32	fig	fig	NOUN
fis-3252	89	33	.	.	PUNCT
fis-3252	89	34	10	10	NUM
fis-3252	89	35	)	)	PUNCT
fis-3252	89	36	.	.	PUNCT
fis-3252	90	1	(	(	PUNCT
fis-3252	90	2	a	a	X
fis-3252	90	3	)	)	PUNCT
fis-3252	90	4	0	0	NUM
fis-3252	90	5	5	5	NUM
fis-3252	90	6	10	10	NUM
fis-3252	90	7	15	15	NUM
fis-3252	90	8	20	20	NUM
fis-3252	90	9	25	25	NUM
fis-3252	90	10	30	30	NUM
fis-3252	90	11	0	0	NUM
fis-3252	90	12	500	500	NUM
fis-3252	90	13	1	1	NUM
fis-3252	90	14	000	000	NUM
fis-3252	90	15	1	1	NUM
fis-3252	90	16	500	500	NUM
fis-3252	90	17	2	2	NUM
fis-3252	90	18	000	000	NUM
fis-3252	90	19	2	2	NUM
fis-3252	90	20	500	500	NUM
fis-3252	90	21	3	3	NUM
fis-3252	90	22	000	000	NUM
fis-3252	90	23	lo	lo	NOUN
fis-3252	90	24	ad	ad	NOUN
fis-3252	90	25	p	p	X
fis-3252	91	1	[	[	X
fis-3252	91	2	k	k	X
fis-3252	91	3	n	n	X
fis-3252	91	4	]	]	X
fis-3252	91	5	εcfrp	εcfrp	PROPN
fis-3252	91	6	(	(	PUNCT
fis-3252	91	7	·	·	PUNCT
fis-3252	91	8	10	10	NUM
fis-3252	91	9	-	-	SYM
fis-3252	91	10	6	6	NUM
fis-3252	91	11	)	)	PUNCT
fis-3252	91	12	d1	d1	PROPN
fis-3252	91	13	d2	d2	PROPN
fis-3252	91	14	d3	d3	PROPN
fis-3252	91	15	d4	d4	PROPN
fis-3252	91	16	d5	d5	PROPN
fis-3252	91	17	0	0	NUM
fis-3252	91	18	1	1	NUM
fis-3252	91	19	2	2	NUM
fis-3252	91	20	3	3	NUM
fis-3252	91	21	4	4	NUM
fis-3252	91	22	5	5	NUM
fis-3252	91	23	6	6	NUM
fis-3252	91	24	7	7	NUM
fis-3252	91	25	8	8	NUM
fis-3252	91	26	0	0	NUM
fis-3252	91	27	1	1	NUM
fis-3252	91	28	2	2	NUM
fis-3252	91	29	3	3	NUM
fis-3252	91	30	m	m	NOUN
fis-3252	91	31	om	om	NOUN
fis-3252	91	32	en	en	ADP
fis-3252	91	33	t	t	PROPN
fis-3252	91	34	m	m	PROPN
fis-3252	92	1	[	[	PUNCT
fis-3252	92	2	kn	kn	NOUN
fis-3252	92	3	m	m	X
fis-3252	92	4	]	]	PUNCT
fis-3252	92	5	curvature	curvature	NOUN
fis-3252	92	6	χ	χ	X
fis-3252	93	1	[	[	X
fis-3252	93	2	1	1	NUM
fis-3252	93	3	/	/	SYM
fis-3252	93	4	mm	mm	PROPN
fis-3252	93	5	·	·	PUNCT
fis-3252	93	6	10	10	NUM
fis-3252	93	7	-	-	SYM
fis-3252	93	8	5	5	NUM
fis-3252	93	9	]	]	PUNCT
fis-3252	93	10	d1	d1	PROPN
fis-3252	93	11	d2	d2	PROPN
fis-3252	93	12	d3	d3	PROPN
fis-3252	93	13	r.	r.	PROPN
fis-3252	93	14	capozucca	capozucca	PROPN
fis-3252	93	15	et	et	PROPN
fis-3252	93	16	alii	alii	PROPN
fis-3252	93	17	,	,	PUNCT
fis-3252	93	18	frattura	frattura	PROPN
fis-3252	93	19	ed	ed	PROPN
fis-3252	93	20	integrità	integrità	PROPN
fis-3252	93	21	strutturale	strutturale	PROPN
fis-3252	93	22	,	,	PUNCT
fis-3252	93	23	58	58	NUM
fis-3252	93	24	(	(	PUNCT
fis-3252	93	25	2021	2021	NUM
fis-3252	93	26	)	)	PUNCT
fis-3252	93	27	402	402	NUM
fis-3252	93	28	-	-	SYM
fis-3252	93	29	415	415	NUM
fis-3252	93	30	;	;	PUNCT
fis-3252	93	31	doi	doi	NOUN
fis-3252	93	32	:	:	PUNCT
fis-3252	93	33	10.3221	10.3221	NUM
fis-3252	93	34	/	/	SYM
fis-3252	93	35	igf	igf	PROPN
fis-3252	93	36	-	-	PUNCT
fis-3252	93	37	esis.58.29	esis.58.29	PROPN
fis-3252	93	38	408	408	NUM
fis-3252	93	39	(	(	PUNCT
fis-3252	93	40	b	b	NOUN
fis-3252	93	41	)	)	PUNCT
fis-3252	93	42	figure	figure	NOUN
fis-3252	93	43	7	7	NUM
fis-3252	93	44	:	:	PUNCT
fis-3252	93	45	diagrams	diagram	NOUN
fis-3252	93	46	moment	moment	NOUN
fis-3252	93	47	,	,	PUNCT
fis-3252	93	48	m	m	PRON
fis-3252	93	49	,	,	PUNCT
fis-3252	93	50	vs	vs	ADP
fis-3252	93	51	curvature	curvature	NOUN
fis-3252	93	52	,	,	PUNCT
fis-3252	93	53	χ	χ	PRON
fis-3252	93	54	,	,	PUNCT
fis-3252	93	55	evaluated	evaluate	VERB
fis-3252	93	56	at	at	ADP
fis-3252	93	57	the	the	DET
fis-3252	93	58	midspan	midspan	PROPN
fis-3252	93	59	section	section	PROPN
fis-3252	93	60	for(a	for(a	NOUN
fis-3252	93	61	)	)	PUNCT
fis-3252	93	62	un	un	PROPN
fis-3252	93	63	-	-	VERB
fis-3252	93	64	strengthened	strengthened	ADJ
fis-3252	93	65	and	and	CCONJ
fis-3252	93	66	(	(	PUNCT
fis-3252	93	67	b	b	X
fis-3252	93	68	)	)	PUNCT
fis-3252	93	69	nsm	nsm	PROPN
fis-3252	93	70	cfrp	cfrp	PROPN
fis-3252	93	71	strengthened	strengthen	VERB
fis-3252	93	72	rc	rc	PROPN
fis-3252	93	73	beam	beam	PROPN
fis-3252	93	74	b1	b1	PROPN
fis-3252	93	75	.	.	PUNCT
fis-3252	94	1	figure	figure	VERB
fis-3252	94	2	8	8	NUM
fis-3252	94	3	:	:	PUNCT
fis-3252	94	4	visualization	visualization	NOUN
fis-3252	94	5	of	of	ADP
fis-3252	94	6	cracks	crack	NOUN
fis-3252	94	7	by	by	ADP
fis-3252	94	8	bending	bend	VERB
fis-3252	94	9	loading	loading	NOUN
fis-3252	94	10	at	at	ADP
fis-3252	94	11	damage	damage	NOUN
fis-3252	94	12	level	level	NOUN
fis-3252	94	13	d3	d3	PROPN
fis-3252	94	14	for	for	ADP
fis-3252	94	15	rc	rc	PROPN
fis-3252	94	16	beam	beam	NOUN
fis-3252	94	17	b1	b1	PROPN
fis-3252	94	18	without	without	ADP
fis-3252	94	19	strengthening	strengthen	VERB
fis-3252	94	20	.	.	PUNCT
fis-3252	95	1	figure	figure	NOUN
fis-3252	95	2	9	9	NUM
fis-3252	95	3	:	:	PUNCT
fis-3252	95	4	visualization	visualization	NOUN
fis-3252	95	5	of	of	ADP
fis-3252	95	6	cracks	crack	NOUN
fis-3252	95	7	by	by	ADP
fis-3252	95	8	bending	bend	VERB
fis-3252	95	9	loading	loading	NOUN
fis-3252	95	10	at	at	ADP
fis-3252	95	11	damage	damage	NOUN
fis-3252	95	12	level	level	NOUN
fis-3252	95	13	d5	d5	NOUN
fis-3252	95	14	for	for	ADP
fis-3252	95	15	rc	rc	PROPN
fis-3252	95	16	beam	beam	PROPN
fis-3252	95	17	b1	b1	PROPN
fis-3252	95	18	strengthened	strengthen	VERB
fis-3252	95	19	with	with	ADP
fis-3252	95	20	nsm	nsm	PROPN
fis-3252	95	21	cfrp	cfrp	PROPN
fis-3252	95	22	rod	rod	PROPN
fis-3252	95	23	.	.	PUNCT
fis-3252	95	24	0	0	NUM
fis-3252	96	1	2	2	NUM
fis-3252	96	2	4	4	NUM
fis-3252	96	3	6	6	NUM
fis-3252	96	4	8	8	NUM
fis-3252	96	5	10	10	NUM
fis-3252	96	6	12	12	NUM
fis-3252	96	7	14	14	NUM
fis-3252	96	8	0	0	NUM
fis-3252	96	9	1	1	NUM
fis-3252	96	10	m	m	NOUN
fis-3252	96	11	om	om	NOUN
fis-3252	96	12	en	en	ADP
fis-3252	96	13	t	t	PROPN
fis-3252	96	14	m	m	PROPN
fis-3252	97	1	[	[	PUNCT
fis-3252	97	2	kn	kn	NOUN
fis-3252	97	3	m	m	X
fis-3252	97	4	]	]	PUNCT
fis-3252	97	5	curvature	curvature	NOUN
fis-3252	97	6	χ	χ	X
fis-3252	98	1	[	[	X
fis-3252	98	2	1	1	NUM
fis-3252	98	3	/	/	SYM
fis-3252	98	4	mm	mm	PROPN
fis-3252	98	5	·	·	PUNCT
fis-3252	98	6	10	10	NUM
fis-3252	98	7	-	-	SYM
fis-3252	98	8	5	5	NUM
fis-3252	98	9	]	]	PUNCT
fis-3252	98	10	d1	d1	PROPN
fis-3252	98	11	d2	d2	PROPN
fis-3252	98	12	d3	d3	PROPN
fis-3252	98	13	d4	d4	PROPN
fis-3252	98	14	d5	d5	PROPN
fis-3252	98	15	r.	r.	PROPN
fis-3252	98	16	capozucca	capozucca	PROPN
fis-3252	98	17	et	et	PROPN
fis-3252	98	18	alii	alii	PROPN
fis-3252	98	19	,	,	PUNCT
fis-3252	98	20	frattura	frattura	PROPN
fis-3252	98	21	ed	ed	PROPN
fis-3252	98	22	integrità	integrità	PROPN
fis-3252	98	23	strutturale	strutturale	PROPN
fis-3252	98	24	,	,	PUNCT
fis-3252	98	25	58	58	NUM
fis-3252	98	26	(	(	PUNCT
fis-3252	98	27	2021	2021	NUM
fis-3252	98	28	)	)	PUNCT
fis-3252	98	29	402	402	NUM
fis-3252	98	30	-	-	SYM
fis-3252	98	31	415	415	NUM
fis-3252	98	32	;	;	PUNCT
fis-3252	98	33	doi	doi	NOUN
fis-3252	98	34	:	:	PUNCT
fis-3252	98	35	10.3221	10.3221	NUM
fis-3252	98	36	/	/	SYM
fis-3252	98	37	igf	igf	PROPN
fis-3252	98	38	-	-	PUNCT
fis-3252	98	39	esis.58.29	esis.58.29	PROPN
fis-3252	98	40	409	409	NUM
fis-3252	98	41	figure	figure	NOUN
fis-3252	98	42	10	10	NUM
fis-3252	98	43	:	:	PUNCT
fis-3252	98	44	collapse	collapse	NOUN
fis-3252	98	45	of	of	ADP
fis-3252	98	46	beam	beam	NOUN
fis-3252	98	47	b1	b1	NOUN
fis-3252	98	48	strengthened	strengthen	VERB
fis-3252	98	49	with	with	ADP
fis-3252	98	50	nsm	nsm	PROPN
fis-3252	98	51	cfrp	cfrp	PROPN
fis-3252	98	52	rod	rod	PROPN
fis-3252	98	53	.	.	PUNCT
fis-3252	99	1	following	follow	VERB
fis-3252	99	2	the	the	DET
fis-3252	99	3	same	same	ADJ
fis-3252	99	4	strategy	strategy	NOUN
fis-3252	99	5	,	,	PUNCT
fis-3252	99	6	rc	rc	PROPN
fis-3252	99	7	beam	beam	PROPN
fis-3252	99	8	b2	b2	PROPN
fis-3252	99	9	,	,	PUNCT
fis-3252	99	10	strengthened	strengthen	VERB
fis-3252	99	11	with	with	ADP
fis-3252	99	12	nsm	nsm	PROPN
fis-3252	99	13	gfrp	gfrp	PROPN
fis-3252	99	14	rod	rod	NOUN
fis-3252	99	15	was	be	AUX
fis-3252	99	16	tested	test	VERB
fis-3252	99	17	statically	statically	ADV
fis-3252	99	18	,	,	PUNCT
fis-3252	99	19	adopting	adopt	VERB
fis-3252	99	20	the	the	DET
fis-3252	99	21	same	same	ADJ
fis-3252	99	22	setup	setup	NOUN
fis-3252	99	23	and	and	CCONJ
fis-3252	99	24	the	the	DET
fis-3252	99	25	same	same	ADJ
fis-3252	99	26	instrumentation	instrumentation	NOUN
fis-3252	99	27	.	.	PUNCT
fis-3252	100	1	static	static	ADJ
fis-3252	100	2	bending	bend	VERB
fis-3252	100	3	tests	test	NOUN
fis-3252	100	4	were	be	AUX
fis-3252	100	5	carried	carry	VERB
fis-3252	100	6	out	out	ADP
fis-3252	100	7	on	on	ADP
fis-3252	100	8	the	the	DET
fis-3252	100	9	beam	beam	NOUN
fis-3252	100	10	applying	apply	VERB
fis-3252	100	11	four	four	NUM
fis-3252	100	12	cycles	cycle	NOUN
fis-3252	100	13	of	of	ADP
fis-3252	100	14	bending	bend	VERB
fis-3252	100	15	loading	loading	NOUN
fis-3252	100	16	and	and	CCONJ
fis-3252	100	17	then	then	ADV
fis-3252	100	18	increasing	increase	VERB
fis-3252	100	19	the	the	DET
fis-3252	100	20	load	load	NOUN
fis-3252	100	21	until	until	ADP
fis-3252	100	22	the	the	DET
fis-3252	100	23	collapse	collapse	NOUN
fis-3252	100	24	of	of	ADP
fis-3252	100	25	the	the	DET
fis-3252	100	26	sample	sample	NOUN
fis-3252	100	27	.	.	PUNCT
fis-3252	101	1	in	in	ADP
fis-3252	101	2	this	this	DET
fis-3252	101	3	case	case	NOUN
fis-3252	101	4	as	as	ADV
fis-3252	101	5	well	well	ADV
fis-3252	101	6	,	,	PUNCT
fis-3252	101	7	the	the	DET
fis-3252	101	8	steps	step	NOUN
fis-3252	101	9	of	of	ADP
fis-3252	101	10	loading	loading	NOUN
fis-3252	101	11	were	be	AUX
fis-3252	101	12	related	relate	VERB
fis-3252	101	13	to	to	ADP
fis-3252	101	14	the	the	DET
fis-3252	101	15	degree	degree	NOUN
fis-3252	101	16	of	of	ADP
fis-3252	101	17	damage	damage	NOUN
fis-3252	101	18	di	di	NOUN
fis-3252	101	19	with	with	ADP
fis-3252	101	20	i=1,2,3,4	i=1,2,3,4	PROPN
fis-3252	101	21	.	.	PROPN
fis-3252	101	22	tab	tab	NOUN
fis-3252	101	23	.	.	PUNCT
fis-3252	102	1	4	4	NUM
fis-3252	102	2	presents	present	VERB
fis-3252	102	3	the	the	DET
fis-3252	102	4	main	main	ADJ
fis-3252	102	5	level	level	NOUN
fis-3252	102	6	of	of	ADP
fis-3252	102	7	loading	loading	NOUN
fis-3252	102	8	adopted	adopt	VERB
fis-3252	102	9	durin	durin	NOUN
fis-3252	102	10	tests	test	NOUN
fis-3252	102	11	together	together	ADV
fis-3252	102	12	with	with	ADP
fis-3252	102	13	the	the	DET
fis-3252	102	14	main	main	ADJ
fis-3252	102	15	data	datum	NOUN
fis-3252	102	16	achieved	achieve	VERB
fis-3252	102	17	from	from	ADP
fis-3252	102	18	experimentation	experimentation	NOUN
fis-3252	102	19	.	.	PUNCT
fis-3252	103	1	fig	fig	NOUN
fis-3252	103	2	.	.	PUNCT
fis-3252	104	1	11	11	NUM
fis-3252	104	2	presents	present	VERB
fis-3252	104	3	the	the	DET
fis-3252	104	4	trace	trace	NOUN
fis-3252	104	5	of	of	ADP
fis-3252	104	6	the	the	DET
fis-3252	104	7	deflection	deflection	NOUN
fis-3252	104	8	,	,	PUNCT
fis-3252	104	9	δ	δ	PROPN
fis-3252	104	10	,	,	PUNCT
fis-3252	104	11	recorded	record	VERB
fis-3252	104	12	at	at	ADP
fis-3252	104	13	the	the	DET
fis-3252	104	14	centerline	centerline	NOUN
fis-3252	104	15	of	of	ADP
fis-3252	104	16	beam	beam	NOUN
fis-3252	104	17	in	in	ADP
fis-3252	104	18	relation	relation	NOUN
fis-3252	104	19	to	to	ADP
fis-3252	104	20	the	the	DET
fis-3252	104	21	increasing	increasing	NOUN
fis-3252	104	22	of	of	ADP
fis-3252	104	23	bending	bend	VERB
fis-3252	104	24	load	load	NOUN
fis-3252	104	25	,	,	PUNCT
fis-3252	104	26	p	p	X
fis-3252	104	27	;	;	PUNCT
fis-3252	104	28	in	in	ADP
fis-3252	104	29	addition	addition	NOUN
fis-3252	104	30	,	,	PUNCT
fis-3252	104	31	the	the	DET
fis-3252	104	32	development	development	NOUN
fis-3252	104	33	of	of	ADP
fis-3252	104	34	strain	strain	NOUN
fis-3252	104	35	on	on	ADP
fis-3252	104	36	tensile	tensile	NOUN
fis-3252	104	37	gfrp	gfrp	PROPN
fis-3252	104	38	rod	rod	NOUN
fis-3252	104	39	,	,	PUNCT
fis-3252	104	40	εgfrp	εgfrp	PROPN
fis-3252	104	41	,	,	PUNCT
fis-3252	104	42	is	be	AUX
fis-3252	104	43	traced	trace	VERB
fis-3252	104	44	.	.	PUNCT
fis-3252	105	1	the	the	DET
fis-3252	105	2	evolution	evolution	NOUN
fis-3252	105	3	of	of	ADP
fis-3252	105	4	the	the	DET
fis-3252	105	5	curvature	curvature	NOUN
fis-3252	105	6	,	,	PUNCT
fis-3252	105	7	χ	χ	ADJ
fis-3252	105	8	,	,	PUNCT
fis-3252	105	9	relative	relative	ADJ
fis-3252	105	10	to	to	ADP
fis-3252	105	11	the	the	DET
fis-3252	105	12	cross	cross	ADJ
fis-3252	105	13	-	-	ADJ
fis-3252	105	14	sectional	sectional	ADJ
fis-3252	105	15	area	area	NOUN
fis-3252	105	16	and	and	CCONJ
fis-3252	105	17	computed	compute	VERB
fis-3252	105	18	from	from	ADP
fis-3252	105	19	data	datum	NOUN
fis-3252	105	20	measured	measure	VERB
fis-3252	105	21	on	on	ADP
fis-3252	105	22	compressive	compressive	ADJ
fis-3252	105	23	concrete	concrete	NOUN
fis-3252	105	24	and	and	CCONJ
fis-3252	105	25	gfrp	gfrp	NOUN
fis-3252	105	26	rod	rod	NOUN
fis-3252	105	27	,	,	PUNCT
fis-3252	105	28	in	in	ADP
fis-3252	105	29	relation	relation	NOUN
fis-3252	105	30	to	to	ADP
fis-3252	105	31	the	the	DET
fis-3252	105	32	increasing	increasing	NOUN
fis-3252	105	33	of	of	ADP
fis-3252	105	34	moment	moment	NOUN
fis-3252	105	35	,	,	PUNCT
fis-3252	105	36	m	m	PRON
fis-3252	105	37	,	,	PUNCT
fis-3252	105	38	is	be	AUX
fis-3252	105	39	depicted	depict	VERB
fis-3252	105	40	in	in	ADP
fis-3252	105	41	fig	fig	NOUN
fis-3252	105	42	.	.	PUNCT
fis-3252	106	1	12	12	NUM
fis-3252	106	2	.	.	PUNCT
fis-3252	107	1	damage	damage	NOUN
fis-3252	107	2	steps	step	NOUN
fis-3252	107	3	load	load	NOUN
fis-3252	107	4	,	,	PUNCT
fis-3252	107	5	p	p	X
fis-3252	108	1	[	[	X
fis-3252	108	2	kn	kn	X
fis-3252	108	3	]	]	X
fis-3252	108	4	deflection	deflection	NOUN
fis-3252	108	5	at	at	ADP
fis-3252	108	6	midspan	midspan	NOUN
fis-3252	108	7	,	,	PUNCT
fis-3252	108	8	δ	δ	PROPN
fis-3252	109	1	[	[	X
fis-3252	109	2	mm	mm	X
fis-3252	109	3	]	]	X
fis-3252	109	4	strain	strain	NOUN
fis-3252	109	5	at	at	ADP
fis-3252	109	6	compressive	compressive	ADJ
fis-3252	109	7	concrete	concrete	NOUN
fis-3252	109	8	,	,	PUNCT
fis-3252	109	9	εc	εc	ADP
fis-3252	109	10	(	(	PUNCT
fis-3252	109	11	‰	‰	NOUN
fis-3252	109	12	)	)	PUNCT
fis-3252	109	13	strain	strain	NOUN
fis-3252	109	14	at	at	ADP
fis-3252	109	15	steel	steel	NOUN
fis-3252	109	16	reinforcement	reinforcement	NOUN
fis-3252	109	17	(	(	PUNCT
fis-3252	109	18	at	at	ADP
fis-3252	109	19	intrados	intrado	NOUN
fis-3252	109	20	)	)	PUNCT
fis-3252	109	21	,	,	PUNCT
fis-3252	109	22	εs	εs	ADP
fis-3252	109	23	(	(	PUNCT
fis-3252	109	24	‰	‰	NOUN
fis-3252	109	25	)	)	PUNCT
fis-3252	109	26	strain	strain	NOUN
fis-3252	109	27	at	at	ADP
fis-3252	109	28	gfrp	gfrp	PROPN
fis-3252	109	29	rod	rod	NOUN
fis-3252	109	30	,	,	PUNCT
fis-3252	109	31	εgfrp	εgfrp	PROPN
fis-3252	109	32	(	(	PUNCT
fis-3252	109	33	‰	‰	NOUN
fis-3252	109	34	)	)	PUNCT
fis-3252	109	35	curvature	curvature	NOUN
fis-3252	109	36	at	at	ADP
fis-3252	109	37	midspan	midspan	PROPN
fis-3252	109	38	section	section	NOUN
fis-3252	109	39	*	*	NOUN
fis-3252	109	40	,	,	PUNCT
fis-3252	109	41	χ	χ	X
fis-3252	109	42	(	(	PUNCT
fis-3252	109	43	10	10	NUM
fis-3252	109	44	-	-	SYM
fis-3252	109	45	5	5	NUM
fis-3252	109	46	)	)	PUNCT
fis-3252	109	47	d1	d1	NOUN
fis-3252	109	48	4.00	4.00	NUM
fis-3252	109	49	1.87	1.87	NUM
fis-3252	109	50	0.14	0.14	NUM
fis-3252	109	51	0.39	0.39	NUM
fis-3252	109	52	0.34	0.34	NUM
fis-3252	109	53	0.13	0.13	NUM
fis-3252	109	54	d2	d2	PROPN
fis-3252	109	55	8.06	8.06	NUM
fis-3252	109	56	3.69	3.69	NUM
fis-3252	109	57	0.30	0.30	NUM
fis-3252	109	58	0.79	0.79	NUM
fis-3252	109	59	0.72	0.72	NUM
fis-3252	109	60	0.28	0.28	NUM
fis-3252	109	61	d3	d3	PROPN
fis-3252	109	62	16.02	16.02	NUM
fis-3252	109	63	7.55	7.55	NUM
fis-3252	109	64	0.66	0.66	NUM
fis-3252	109	65	1.69	1.69	NUM
fis-3252	109	66	1.80	1.80	NUM
fis-3252	109	67	0.76	0.76	NUM
fis-3252	109	68	d4	d4	PROPN
fis-3252	109	69	24.02	24.02	NUM
fis-3252	109	70	12.10	12.10	NUM
fis-3252	109	71	0.99	0.99	NUM
fis-3252	109	72	2.61	2.61	NUM
fis-3252	109	73	3.01	3.01	NUM
fis-3252	109	74	1.35	1.35	NUM
fis-3252	109	75	table	table	NOUN
fis-3252	109	76	4	4	NUM
fis-3252	109	77	:	:	PUNCT
fis-3252	109	78	main	main	ADJ
fis-3252	109	79	results	result	NOUN
fis-3252	109	80	obtained	obtain	VERB
fis-3252	109	81	for	for	ADP
fis-3252	109	82	strengthened	strengthen	VERB
fis-3252	109	83	beam	beam	NOUN
fis-3252	109	84	b2	b2	NOUN
fis-3252	109	85	by	by	ADP
fis-3252	109	86	static	static	ADJ
fis-3252	109	87	bending	bending	NOUN
fis-3252	109	88	tests	test	NOUN
fis-3252	109	89	.	.	PUNCT
fis-3252	110	1	*	*	PUNCT
fis-3252	110	2	curvature	curvature	NOUN
fis-3252	110	3	evaluated	evaluate	VERB
fis-3252	110	4	from	from	ADP
fis-3252	110	5	deformation	deformation	NOUN
fis-3252	110	6	on	on	ADP
fis-3252	110	7	compressive	compressive	ADJ
fis-3252	110	8	edge	edge	NOUN
fis-3252	110	9	and	and	CCONJ
fis-3252	110	10	gfrp	gfrp	PROPN
fis-3252	110	11	bar	bar	NOUN
fis-3252	110	12	.	.	PUNCT
fis-3252	111	1	in	in	ADP
fis-3252	111	2	terms	term	NOUN
fis-3252	111	3	of	of	ADP
fis-3252	111	4	fracture	fracture	NOUN
fis-3252	111	5	’s	’s	PART
fis-3252	111	6	propagation	propagation	NOUN
fis-3252	111	7	,	,	PUNCT
fis-3252	111	8	a	a	DET
fis-3252	111	9	condition	condition	NOUN
fis-3252	111	10	like	like	ADP
fis-3252	111	11	the	the	DET
fis-3252	111	12	previous	previous	ADJ
fis-3252	111	13	one	one	NUM
fis-3252	111	14	occurs	occur	VERB
fis-3252	111	15	during	during	ADP
fis-3252	111	16	the	the	DET
fis-3252	111	17	test	test	NOUN
fis-3252	111	18	,	,	PUNCT
fis-3252	111	19	as	as	SCONJ
fis-3252	111	20	shown	show	VERB
fis-3252	111	21	in	in	ADP
fis-3252	111	22	fig	fig	NOUN
fis-3252	111	23	.	.	PUNCT
fis-3252	112	1	13	13	NUM
fis-3252	112	2	.	.	PUNCT
fis-3252	113	1	after	after	ADP
fis-3252	113	2	attaining	attain	VERB
fis-3252	113	3	a	a	DET
fis-3252	113	4	load	load	NOUN
fis-3252	113	5	value	value	NOUN
fis-3252	113	6	of	of	ADP
fis-3252	113	7	pu=	pu=	PROPN
fis-3252	113	8	38.40kn	38.40kn	NUM
fis-3252	113	9	,	,	PUNCT
fis-3252	113	10	the	the	DET
fis-3252	113	11	specimen	speciman	NOUN
fis-3252	113	12	b2	b2	NOUN
fis-3252	113	13	collapses	collapse	NOUN
fis-3252	113	14	,	,	PUNCT
fis-3252	113	15	resulting	result	VERB
fis-3252	113	16	in	in	ADP
fis-3252	113	17	the	the	DET
fis-3252	113	18	crushing	crushing	NOUN
fis-3252	113	19	of	of	ADP
fis-3252	113	20	compressed	compressed	ADJ
fis-3252	113	21	concrete	concrete	ADJ
fis-3252	113	22	and	and	CCONJ
fis-3252	113	23	total	total	ADJ
fis-3252	113	24	debonding	debonding	NOUN
fis-3252	113	25	of	of	ADP
fis-3252	113	26	the	the	DET
fis-3252	113	27	nsm	nsm	PROPN
fis-3252	113	28	gfrp	gfrp	PROPN
fis-3252	113	29	rod	rod	NOUN
fis-3252	113	30	.	.	PUNCT
fis-3252	114	1	the	the	DET
fis-3252	114	2	strengthening	strengthen	VERB
fis-3252	114	3	’s	’s	ADV
fis-3252	114	4	debonding	debonde	VERB
fis-3252	114	5	interested	interest	VERB
fis-3252	114	6	the	the	DET
fis-3252	114	7	portion	portion	NOUN
fis-3252	114	8	of	of	ADP
fis-3252	114	9	beam	beam	NOUN
fis-3252	114	10	from	from	ADP
fis-3252	114	11	the	the	DET
fis-3252	114	12	midspan	midspan	NOUN
fis-3252	114	13	section	section	NOUN
fis-3252	114	14	to	to	ADP
fis-3252	114	15	the	the	DET
fis-3252	114	16	end	end	NOUN
fis-3252	114	17	section	section	NOUN
fis-3252	114	18	,	,	PUNCT
fis-3252	114	19	leading	lead	VERB
fis-3252	114	20	the	the	DET
fis-3252	114	21	detachment	detachment	NOUN
fis-3252	114	22	of	of	ADP
fis-3252	114	23	the	the	DET
fis-3252	114	24	concrete	concrete	ADJ
fis-3252	114	25	cover	cover	NOUN
fis-3252	114	26	.	.	PUNCT
fis-3252	115	1	interfacial	interfacial	ADJ
fis-3252	115	2	debonding	debonding	NOUN
fis-3252	115	3	cover	cover	NOUN
fis-3252	115	4	separation	separation	NOUN
fis-3252	115	5	r.	r.	PROPN
fis-3252	115	6	capozucca	capozucca	PROPN
fis-3252	115	7	et	et	PROPN
fis-3252	115	8	alii	alii	PROPN
fis-3252	115	9	,	,	PUNCT
fis-3252	115	10	frattura	frattura	PROPN
fis-3252	115	11	ed	ed	PROPN
fis-3252	115	12	integrità	integrità	PROPN
fis-3252	115	13	strutturale	strutturale	PROPN
fis-3252	115	14	,	,	PUNCT
fis-3252	115	15	58	58	NUM
fis-3252	115	16	(	(	PUNCT
fis-3252	115	17	2021	2021	NUM
fis-3252	115	18	)	)	PUNCT
fis-3252	115	19	402	402	NUM
fis-3252	115	20	-	-	SYM
fis-3252	115	21	415	415	NUM
fis-3252	115	22	;	;	PUNCT
fis-3252	115	23	doi	doi	NOUN
fis-3252	115	24	:	:	PUNCT
fis-3252	115	25	10.3221	10.3221	NUM
fis-3252	115	26	/	/	SYM
fis-3252	115	27	igf	igf	PROPN
fis-3252	115	28	-	-	PUNCT
fis-3252	115	29	esis.58.29	esis.58.29	PROPN
fis-3252	115	30	410	410	NUM
fis-3252	115	31	(	(	PUNCT
fis-3252	115	32	a	a	NOUN
fis-3252	115	33	)	)	PUNCT
fis-3252	115	34	(	(	PUNCT
fis-3252	115	35	b	b	X
fis-3252	115	36	)	)	PUNCT
fis-3252	115	37	figure	figure	NOUN
fis-3252	115	38	11	11	NUM
fis-3252	115	39	:	:	PUNCT
fis-3252	115	40	diagrams	diagram	NOUN
fis-3252	115	41	(	(	PUNCT
fis-3252	115	42	a	a	DET
fis-3252	115	43	)	)	PUNCT
fis-3252	115	44	load	load	NOUN
fis-3252	115	45	,	,	PUNCT
fis-3252	115	46	p	p	X
fis-3252	115	47	,	,	PUNCT
fis-3252	115	48	vs	vs	ADP
fis-3252	115	49	deflection	deflection	NOUN
fis-3252	115	50	,	,	PUNCT
fis-3252	115	51	δ	δ	PROPN
fis-3252	115	52	,	,	PUNCT
fis-3252	115	53	and	and	CCONJ
fis-3252	115	54	(	(	PUNCT
fis-3252	115	55	b	b	NOUN
fis-3252	115	56	)	)	PUNCT
fis-3252	115	57	load	load	NOUN
fis-3252	115	58	,	,	PUNCT
fis-3252	115	59	p	p	X
fis-3252	115	60	,	,	PUNCT
fis-3252	115	61	vs	vs	ADP
fis-3252	115	62	strain	strain	NOUN
fis-3252	115	63	of	of	ADP
fis-3252	115	64	gfrp	gfrp	PROPN
fis-3252	115	65	rod	rod	NOUN
fis-3252	115	66	,	,	PUNCT
fis-3252	115	67	ɛgfrp	ɛgfrp	PROPN
fis-3252	115	68	–	–	PUNCT
fis-3252	115	69	rc	rc	PROPN
fis-3252	115	70	beam	beam	PROPN
fis-3252	115	71	b2	b2	PROPN
fis-3252	115	72	strengthened	strengthen	VERB
fis-3252	115	73	with	with	ADP
fis-3252	115	74	nsm	nsm	PROPN
fis-3252	115	75	gfrp	gfrp	PROPN
fis-3252	115	76	rod	rod	NOUN
fis-3252	115	77	figure	figure	NOUN
fis-3252	115	78	12	12	NUM
fis-3252	115	79	:	:	PUNCT
fis-3252	115	80	diagram	diagram	NOUN
fis-3252	115	81	moment	moment	NOUN
fis-3252	115	82	,	,	PUNCT
fis-3252	115	83	m	m	PRON
fis-3252	115	84	,	,	PUNCT
fis-3252	115	85	vs	vs	ADP
fis-3252	115	86	curvature	curvature	NOUN
fis-3252	115	87	,	,	PUNCT
fis-3252	115	88	χ	χ	X
fis-3252	115	89	,	,	PUNCT
fis-3252	115	90	at	at	ADP
fis-3252	115	91	the	the	DET
fis-3252	115	92	midspan	midspan	PROPN
fis-3252	115	93	section	section	PROPN
fis-3252	115	94	rc	rc	PROPN
fis-3252	115	95	beam	beam	PROPN
fis-3252	115	96	b2	b2	PROPN
fis-3252	115	97	strengthened	strengthen	VERB
fis-3252	115	98	with	with	ADP
fis-3252	115	99	nsm	nsm	PROPN
fis-3252	115	100	gfrp	gfrp	PROPN
fis-3252	115	101	rod	rod	NOUN
fis-3252	115	102	.	.	PUNCT
fis-3252	115	103	0	0	NUM
fis-3252	115	104	5	5	NUM
fis-3252	115	105	10	10	NUM
fis-3252	115	106	15	15	NUM
fis-3252	115	107	20	20	NUM
fis-3252	115	108	25	25	NUM
fis-3252	115	109	30	30	NUM
fis-3252	115	110	35	35	NUM
fis-3252	115	111	40	40	NUM
fis-3252	115	112	0	0	NUM
fis-3252	115	113	5	5	NUM
fis-3252	115	114	10	10	NUM
fis-3252	115	115	15	15	NUM
fis-3252	115	116	20	20	NUM
fis-3252	115	117	25	25	NUM
fis-3252	115	118	30	30	NUM
fis-3252	115	119	35	35	NUM
fis-3252	115	120	40	40	NUM
fis-3252	115	121	lo	lo	NOUN
fis-3252	115	122	ad	ad	NOUN
fis-3252	115	123	p	p	X
fis-3252	115	124	[	[	PUNCT
fis-3252	115	125	kn	kn	X
fis-3252	115	126	]	]	PUNCT
fis-3252	115	127	δ	δ	PROPN
fis-3252	116	1	[	[	X
fis-3252	116	2	mm	mm	X
fis-3252	116	3	]	]	X
fis-3252	116	4	d1	d1	PROPN
fis-3252	116	5	d2	d2	PROPN
fis-3252	116	6	d3	d3	PROPN
fis-3252	116	7	d4	d4	PROPN
fis-3252	116	8	failure	failure	NOUN
fis-3252	116	9	condition	condition	NOUN
fis-3252	116	10	0	0	NUM
fis-3252	116	11	5	5	NUM
fis-3252	116	12	10	10	NUM
fis-3252	116	13	15	15	NUM
fis-3252	116	14	20	20	NUM
fis-3252	116	15	25	25	NUM
fis-3252	116	16	0	0	NUM
fis-3252	116	17	500	500	NUM
fis-3252	116	18	1	1	NUM
fis-3252	116	19	000	000	NUM
fis-3252	116	20	1	1	NUM
fis-3252	116	21	500	500	NUM
fis-3252	116	22	2	2	NUM
fis-3252	116	23	000	000	NUM
fis-3252	116	24	2	2	NUM
fis-3252	116	25	500	500	NUM
fis-3252	116	26	3	3	NUM
fis-3252	116	27	000	000	NUM
fis-3252	116	28	3	3	NUM
fis-3252	116	29	500	500	NUM
fis-3252	116	30	lo	lo	NOUN
fis-3252	116	31	ad	ad	NOUN
fis-3252	117	1	p	p	X
fis-3252	117	2	[	[	PUNCT
fis-3252	117	3	kn	kn	PROPN
fis-3252	117	4	]	]	PUNCT
fis-3252	117	5	εgfrp	εgfrp	PROPN
fis-3252	117	6	(	(	PUNCT
fis-3252	117	7	·	·	PUNCT
fis-3252	117	8	10	10	NUM
fis-3252	117	9	-	-	SYM
fis-3252	117	10	6	6	NUM
fis-3252	117	11	)	)	PUNCT
fis-3252	117	12	d1	d1	PROPN
fis-3252	117	13	d2	d2	PROPN
fis-3252	117	14	d3	d3	PROPN
fis-3252	117	15	d4	d4	PROPN
fis-3252	117	16	0	0	NUM
fis-3252	117	17	2	2	NUM
fis-3252	117	18	4	4	NUM
fis-3252	117	19	6	6	NUM
fis-3252	117	20	8	8	NUM
fis-3252	117	21	10	10	NUM
fis-3252	117	22	12	12	NUM
fis-3252	117	23	0	0	NUM
fis-3252	117	24	1	1	NUM
fis-3252	117	25	m	m	NOUN
fis-3252	117	26	om	om	NOUN
fis-3252	117	27	en	en	ADP
fis-3252	117	28	t	t	PROPN
fis-3252	117	29	m	m	PROPN
fis-3252	117	30	[	[	PUNCT
fis-3252	117	31	kn	kn	NOUN
fis-3252	117	32	m	m	X
fis-3252	117	33	]	]	PUNCT
fis-3252	117	34	curvature	curvature	NOUN
fis-3252	117	35	χ	χ	X
fis-3252	118	1	[	[	X
fis-3252	118	2	1	1	NUM
fis-3252	118	3	/	/	SYM
fis-3252	118	4	mm	mm	PROPN
fis-3252	118	5	·	·	PUNCT
fis-3252	118	6	10	10	NUM
fis-3252	118	7	-	-	SYM
fis-3252	118	8	5	5	NUM
fis-3252	118	9	]	]	PUNCT
fis-3252	118	10	d1	d1	PROPN
fis-3252	118	11	d2	d2	PROPN
fis-3252	118	12	d3	d3	PROPN
fis-3252	118	13	d4	d4	PROPN
fis-3252	118	14	r.	r.	PROPN
fis-3252	118	15	capozucca	capozucca	PROPN
fis-3252	118	16	et	et	PROPN
fis-3252	118	17	alii	alii	PROPN
fis-3252	118	18	,	,	PUNCT
fis-3252	118	19	frattura	frattura	PROPN
fis-3252	118	20	ed	ed	PROPN
fis-3252	118	21	integrità	integrità	PROPN
fis-3252	118	22	strutturale	strutturale	PROPN
fis-3252	118	23	,	,	PUNCT
fis-3252	118	24	58	58	NUM
fis-3252	118	25	(	(	PUNCT
fis-3252	118	26	2021	2021	NUM
fis-3252	118	27	)	)	PUNCT
fis-3252	118	28	402	402	NUM
fis-3252	118	29	-	-	SYM
fis-3252	118	30	415	415	NUM
fis-3252	118	31	;	;	PUNCT
fis-3252	118	32	doi	doi	NOUN
fis-3252	118	33	:	:	PUNCT
fis-3252	118	34	10.3221	10.3221	NUM
fis-3252	118	35	/	/	SYM
fis-3252	118	36	igf	igf	PROPN
fis-3252	118	37	-	-	PUNCT
fis-3252	118	38	esis.58.29	esis.58.29	PROPN
fis-3252	118	39	411	411	NUM
fis-3252	118	40	figure	figure	NOUN
fis-3252	118	41	13	13	NUM
fis-3252	118	42	:	:	PUNCT
fis-3252	118	43	visualization	visualization	NOUN
fis-3252	118	44	of	of	ADP
fis-3252	118	45	cracks	crack	NOUN
fis-3252	118	46	by	by	ADP
fis-3252	118	47	bending	bend	VERB
fis-3252	118	48	loading	loading	NOUN
fis-3252	118	49	at	at	ADP
fis-3252	118	50	damage	damage	NOUN
fis-3252	118	51	level	level	NOUN
fis-3252	118	52	d4	d4	PROPN
fis-3252	118	53	for	for	ADP
fis-3252	118	54	rc	rc	PROPN
fis-3252	118	55	beam	beam	PROPN
fis-3252	118	56	b2	b2	PROPN
fis-3252	118	57	strengthened	strengthen	VERB
fis-3252	118	58	with	with	ADP
fis-3252	118	59	nsm	nsm	PROPN
fis-3252	118	60	gfrp	gfrp	PROPN
fis-3252	118	61	rod	rod	NOUN
fis-3252	118	62	.	.	PUNCT
fis-3252	119	1	discussions	discussion	NOUN
fis-3252	119	2	of	of	ADP
fis-3252	119	3	experimental	experimental	ADJ
fis-3252	119	4	results	result	NOUN
fis-3252	119	5	his	his	PRON
fis-3252	119	6	experimental	experimental	ADJ
fis-3252	119	7	research	research	NOUN
fis-3252	119	8	performed	perform	VERB
fis-3252	119	9	on	on	ADP
fis-3252	119	10	rc	rc	PROPN
fis-3252	119	11	beams	beam	NOUN
fis-3252	119	12	strengthened	strengthen	VERB
fis-3252	119	13	with	with	ADP
fis-3252	119	14	nsm	nsm	PROPN
fis-3252	119	15	cfrp	cfrp	PROPN
fis-3252	119	16	and	and	CCONJ
fis-3252	119	17	gfrp	gfrp	PROPN
fis-3252	119	18	rod	rod	NOUN
fis-3252	119	19	permits	permit	VERB
fis-3252	119	20	the	the	DET
fis-3252	119	21	highlighting	highlighting	NOUN
fis-3252	119	22	of	of	ADP
fis-3252	119	23	numerous	numerous	ADJ
fis-3252	119	24	aspects	aspect	NOUN
fis-3252	119	25	that	that	PRON
fis-3252	119	26	could	could	AUX
fis-3252	119	27	be	be	AUX
fis-3252	119	28	helpful	helpful	ADJ
fis-3252	119	29	in	in	ADP
fis-3252	119	30	the	the	DET
fis-3252	119	31	civil	civil	ADJ
fis-3252	119	32	applications	application	NOUN
fis-3252	119	33	for	for	ADP
fis-3252	119	34	the	the	DET
fis-3252	119	35	structural	structural	ADJ
fis-3252	119	36	repair	repair	NOUN
fis-3252	119	37	of	of	ADP
fis-3252	119	38	damaged	damage	VERB
fis-3252	119	39	elements	element	NOUN
fis-3252	119	40	.	.	PUNCT
fis-3252	120	1	the	the	DET
fis-3252	120	2	effectiveness	effectiveness	NOUN
fis-3252	120	3	of	of	ADP
fis-3252	120	4	the	the	DET
fis-3252	120	5	near	near	ADJ
fis-3252	120	6	surface	surface	NOUN
fis-3252	120	7	mounted	mount	VERB
fis-3252	120	8	approach	approach	NOUN
fis-3252	120	9	is	be	AUX
fis-3252	120	10	the	the	DET
fis-3252	120	11	first	first	ADJ
fis-3252	120	12	outcome	outcome	NOUN
fis-3252	120	13	that	that	PRON
fis-3252	120	14	should	should	AUX
fis-3252	120	15	be	be	AUX
fis-3252	120	16	highlighted	highlight	VERB
fis-3252	120	17	.	.	PUNCT
fis-3252	121	1	this	this	DET
fis-3252	121	2	technique	technique	NOUN
fis-3252	121	3	allows	allow	VERB
fis-3252	121	4	for	for	SCONJ
fis-3252	121	5	beams	beam	NOUN
fis-3252	121	6	to	to	PART
fis-3252	121	7	be	be	AUX
fis-3252	121	8	strengthened	strengthen	VERB
fis-3252	121	9	until	until	ADP
fis-3252	121	10	their	their	PRON
fis-3252	121	11	collapse	collapse	NOUN
fis-3252	121	12	under	under	ADP
fis-3252	121	13	bending	bend	VERB
fis-3252	121	14	,	,	PUNCT
fis-3252	121	15	preserving	preserve	VERB
fis-3252	121	16	the	the	DET
fis-3252	121	17	frp	frp	PROPN
fis-3252	121	18	rods	rod	NOUN
fis-3252	121	19	'	'	PART
fis-3252	121	20	connection	connection	NOUN
fis-3252	121	21	without	without	ADP
fis-3252	121	22	any	any	DET
fis-3252	121	23	separation	separation	NOUN
fis-3252	121	24	.	.	PUNCT
fis-3252	122	1	the	the	DET
fis-3252	122	2	strengthened	strengthen	VERB
fis-3252	122	3	elements	element	NOUN
fis-3252	122	4	reached	reach	VERB
fis-3252	122	5	failure	failure	NOUN
fis-3252	122	6	for	for	ADP
fis-3252	122	7	the	the	DET
fis-3252	122	8	attaining	attaining	NOUN
fis-3252	122	9	of	of	ADP
fis-3252	122	10	the	the	DET
fis-3252	122	11	ultimate	ultimate	ADJ
fis-3252	122	12	strain	strain	NOUN
fis-3252	122	13	of	of	ADP
fis-3252	122	14	compressive	compressive	ADJ
fis-3252	122	15	concrete	concrete	NOUN
fis-3252	122	16	.	.	PUNCT
fis-3252	123	1	an	an	DET
fis-3252	123	2	improvement	improvement	NOUN
fis-3252	123	3	in	in	ADP
fis-3252	123	4	the	the	DET
fis-3252	123	5	rigidity	rigidity	NOUN
fis-3252	123	6	capacity	capacity	NOUN
fis-3252	123	7	of	of	ADP
fis-3252	123	8	rc	rc	PROPN
fis-3252	123	9	beams	beam	NOUN
fis-3252	123	10	with	with	ADP
fis-3252	123	11	nsm	nsm	PROPN
fis-3252	123	12	cfrp	cfrp	PROPN
fis-3252	123	13	and	and	CCONJ
fis-3252	123	14	gfrp	gfrp	PROPN
fis-3252	123	15	during	during	ADP
fis-3252	123	16	bending	bend	VERB
fis-3252	123	17	tests	test	NOUN
fis-3252	123	18	was	be	AUX
fis-3252	123	19	verified	verify	VERB
fis-3252	123	20	.	.	PUNCT
fis-3252	124	1	if	if	SCONJ
fis-3252	124	2	we	we	PRON
fis-3252	124	3	examine	examine	VERB
fis-3252	124	4	the	the	DET
fis-3252	124	5	load	load	NOUN
fis-3252	124	6	versus	versus	ADP
fis-3252	124	7	deflection	deflection	NOUN
fis-3252	124	8	experimental	experimental	ADJ
fis-3252	124	9	diagrams	diagram	NOUN
fis-3252	124	10	for	for	ADP
fis-3252	124	11	the	the	DET
fis-3252	124	12	models	model	NOUN
fis-3252	124	13	with	with	ADP
fis-3252	124	14	strengthening	strengthening	NOUN
fis-3252	124	15	,	,	PUNCT
fis-3252	124	16	it	it	PRON
fis-3252	124	17	can	can	AUX
fis-3252	124	18	be	be	AUX
fis-3252	124	19	seen	see	VERB
fis-3252	124	20	how	how	SCONJ
fis-3252	124	21	ductility	ductility	NOUN
fis-3252	124	22	and	and	CCONJ
fis-3252	124	23	ample	ample	ADJ
fis-3252	124	24	deflections	deflection	NOUN
fis-3252	124	25	typify	typify	VERB
fis-3252	124	26	the	the	DET
fis-3252	124	27	response	response	NOUN
fis-3252	124	28	of	of	ADP
fis-3252	124	29	strengthened	strengthen	VERB
fis-3252	124	30	elements	element	NOUN
fis-3252	124	31	until	until	ADP
fis-3252	124	32	failure	failure	NOUN
fis-3252	124	33	condition	condition	NOUN
fis-3252	124	34	.	.	PUNCT
fis-3252	125	1	in	in	ADP
fis-3252	125	2	fig	fig	NOUN
fis-3252	125	3	.	.	PUNCT
fis-3252	126	1	14	14	NUM
fis-3252	127	1	the	the	DET
fis-3252	127	2	behavior	behavior	NOUN
fis-3252	127	3	of	of	ADP
fis-3252	127	4	two	two	NUM
fis-3252	127	5	beams	beam	NOUN
fis-3252	127	6	under	under	ADP
fis-3252	127	7	bending	bend	VERB
fis-3252	127	8	loading	loading	NOUN
fis-3252	127	9	cycles	cycle	NOUN
fis-3252	127	10	until	until	SCONJ
fis-3252	127	11	failure	failure	NOUN
fis-3252	127	12	are	be	AUX
fis-3252	127	13	compared	compare	VERB
fis-3252	127	14	.	.	PUNCT
fis-3252	128	1	we	we	PRON
fis-3252	128	2	can	can	AUX
fis-3252	128	3	see	see	VERB
fis-3252	128	4	that	that	SCONJ
fis-3252	128	5	the	the	DET
fis-3252	128	6	strengthening	strengthening	NOUN
fis-3252	128	7	of	of	ADP
fis-3252	128	8	beams	beam	NOUN
fis-3252	128	9	with	with	ADP
fis-3252	128	10	frp	frp	PROPN
fis-3252	128	11	rod	rod	NOUN
fis-3252	128	12	is	be	AUX
fis-3252	128	13	adequate	adequate	ADJ
fis-3252	128	14	for	for	ADP
fis-3252	128	15	both	both	DET
fis-3252	128	16	beams	beam	NOUN
fis-3252	128	17	.	.	PUNCT
fis-3252	129	1	stiffnesses	stiffness	NOUN
fis-3252	129	2	of	of	ADP
fis-3252	129	3	beams	beam	NOUN
fis-3252	129	4	b2	b2	NOUN
fis-3252	129	5	is	be	AUX
fis-3252	129	6	lower	low	ADJ
fis-3252	129	7	than	than	ADP
fis-3252	129	8	that	that	PRON
fis-3252	129	9	of	of	ADP
fis-3252	129	10	beam	beam	NOUN
fis-3252	129	11	b1	b1	NOUN
fis-3252	129	12	and	and	CCONJ
fis-3252	129	13	this	this	PRON
fis-3252	129	14	is	be	AUX
fis-3252	129	15	a	a	DET
fis-3252	129	16	direct	direct	ADJ
fis-3252	129	17	result	result	NOUN
fis-3252	129	18	of	of	ADP
fis-3252	129	19	the	the	DET
fis-3252	129	20	mechanical	mechanical	ADJ
fis-3252	129	21	properties	property	NOUN
fis-3252	129	22	of	of	ADP
fis-3252	129	23	the	the	DET
fis-3252	129	24	strengthening	strengthen	VERB
fis-3252	129	25	bar	bar	NOUN
fis-3252	129	26	of	of	ADP
fis-3252	129	27	cfrp	cfrp	NOUN
fis-3252	129	28	respect	respect	NOUN
fis-3252	129	29	to	to	ADP
fis-3252	129	30	gfrp	gfrp	PROPN
fis-3252	129	31	rod	rod	NOUN
fis-3252	129	32	being	be	AUX
fis-3252	129	33	the	the	DET
fis-3252	129	34	young	young	ADJ
fis-3252	129	35	’s	’s	PART
fis-3252	129	36	modulus	modulus	NOUN
fis-3252	129	37	of	of	ADP
fis-3252	129	38	gfrp	gfrp	PROPN
fis-3252	129	39	is	be	AUX
fis-3252	129	40	much	much	ADV
fis-3252	129	41	lower	low	ADJ
fis-3252	129	42	than	than	ADP
fis-3252	129	43	that	that	PRON
fis-3252	129	44	of	of	ADP
fis-3252	129	45	the	the	DET
fis-3252	129	46	cfrp	cfrp	NOUN
fis-3252	129	47	while	while	SCONJ
fis-3252	129	48	the	the	DET
fis-3252	129	49	area	area	NOUN
fis-3252	129	50	of	of	ADP
fis-3252	129	51	section	section	NOUN
fis-3252	129	52	is	be	AUX
fis-3252	129	53	almost	almost	ADV
fis-3252	129	54	equal	equal	ADJ
fis-3252	129	55	between	between	ADP
fis-3252	129	56	cfrp	cfrp	NOUN
fis-3252	129	57	and	and	CCONJ
fis-3252	129	58	gfrp	gfrp	PROPN
fis-3252	129	59	rods	rod	NOUN
fis-3252	129	60	.	.	PUNCT
fis-3252	130	1	this	this	DET
fis-3252	130	2	result	result	NOUN
fis-3252	130	3	is	be	AUX
fis-3252	130	4	also	also	ADV
fis-3252	130	5	reflected	reflect	VERB
fis-3252	130	6	on	on	ADP
fis-3252	130	7	the	the	DET
fis-3252	130	8	ultimate	ultimate	ADJ
fis-3252	130	9	capacity	capacity	NOUN
fis-3252	130	10	in	in	ADP
fis-3252	130	11	terms	term	NOUN
fis-3252	130	12	of	of	ADP
fis-3252	130	13	load	load	NOUN
fis-3252	130	14	pu	pu	PROPN
fis-3252	130	15	which	which	PRON
fis-3252	130	16	is	be	AUX
fis-3252	130	17	minor	minor	ADJ
fis-3252	130	18	of	of	ADP
fis-3252	130	19	30	30	NUM
fis-3252	130	20	%	%	NOUN
fis-3252	130	21	for	for	ADP
fis-3252	130	22	the	the	DET
fis-3252	130	23	beam	beam	NOUN
fis-3252	130	24	strengthened	strengthen	VERB
fis-3252	130	25	with	with	ADP
fis-3252	130	26	gfrp	gfrp	PROPN
fis-3252	130	27	rod	rod	NOUN
fis-3252	130	28	.	.	PUNCT
fis-3252	131	1	figure	figure	NOUN
fis-3252	131	2	14	14	NUM
fis-3252	131	3	:	:	PUNCT
fis-3252	131	4	diagrams	diagram	NOUN
fis-3252	131	5	load	load	NOUN
fis-3252	131	6	,	,	PUNCT
fis-3252	131	7	p	p	X
fis-3252	131	8	,	,	PUNCT
fis-3252	131	9	vs	vs	ADP
fis-3252	131	10	deflection	deflection	NOUN
fis-3252	131	11	,	,	PUNCT
fis-3252	131	12	δ	δ	PROPN
fis-3252	131	13	for	for	ADP
fis-3252	131	14	strengthened	strengthen	VERB
fis-3252	131	15	beams	beam	NOUN
fis-3252	131	16	b1	b1	NOUN
fis-3252	131	17	and	and	CCONJ
fis-3252	131	18	b2	b2	NOUN
fis-3252	131	19	until	until	ADP
fis-3252	131	20	failure	failure	NOUN
fis-3252	131	21	.	.	PUNCT
fis-3252	132	1	moreover	moreover	ADV
fis-3252	132	2	,	,	PUNCT
fis-3252	132	3	another	another	DET
fis-3252	132	4	important	important	ADJ
fis-3252	132	5	aspect	aspect	NOUN
fis-3252	132	6	emerging	emerge	VERB
fis-3252	132	7	from	from	ADP
fis-3252	132	8	experimental	experimental	ADJ
fis-3252	132	9	campaign	campaign	NOUN
fis-3252	132	10	,	,	PUNCT
fis-3252	132	11	is	be	AUX
fis-3252	132	12	the	the	DET
fis-3252	132	13	impossibility	impossibility	NOUN
fis-3252	132	14	to	to	PART
fis-3252	132	15	apply	apply	VERB
fis-3252	132	16	the	the	DET
fis-3252	132	17	bernoulli	bernoulli	NOUN
fis-3252	132	18	's	's	PART
fis-3252	132	19	hypothesis	hypothesis	NOUN
fis-3252	132	20	in	in	ADP
fis-3252	132	21	the	the	DET
fis-3252	132	22	study	study	NOUN
fis-3252	132	23	of	of	ADP
fis-3252	132	24	rc	rc	PROPN
fis-3252	132	25	sections	section	NOUN
fis-3252	132	26	of	of	ADP
fis-3252	132	27	beams	beam	NOUN
fis-3252	132	28	strengthened	strengthen	VERB
fis-3252	132	29	with	with	ADP
fis-3252	132	30	nsm	nsm	PROPN
fis-3252	132	31	frp	frp	PROPN
fis-3252	132	32	rod	rod	NOUN
fis-3252	132	33	;	;	PUNCT
fis-3252	132	34	this	this	PRON
fis-3252	132	35	is	be	AUX
fis-3252	132	36	due	due	ADJ
fis-3252	132	37	to	to	ADP
fis-3252	132	38	the	the	DET
fis-3252	132	39	presence	presence	NOUN
fis-3252	132	40	,	,	PUNCT
fis-3252	132	41	under	under	ADP
fis-3252	132	42	bending	bend	VERB
fis-3252	132	43	,	,	PUNCT
fis-3252	132	44	of	of	ADP
fis-3252	132	45	a	a	DET
fis-3252	132	46	frp	frp	PROPN
fis-3252	132	47	stress	stress	NOUN
fis-3252	132	48	-	-	PUNCT
fis-3252	132	49	strain	strain	NOUN
fis-3252	132	50	lag	lag	NOUN
fis-3252	132	51	that	that	PRON
fis-3252	132	52	which	which	PRON
fis-3252	132	53	makes	make	VERB
fis-3252	132	54	it	it	PRON
fis-3252	132	55	impossible	impossible	ADJ
fis-3252	132	56	to	to	PART
fis-3252	132	57	consider	consider	VERB
fis-3252	132	58	the	the	DET
fis-3252	132	59	section	section	NOUN
fis-3252	132	60	as	as	ADP
fis-3252	132	61	plane	plane	NOUN
fis-3252	132	62	.	.	PUNCT
fis-3252	133	1	the	the	DET
fis-3252	133	2	entity	entity	NOUN
fis-3252	133	3	of	of	ADP
fis-3252	133	4	strain	strain	NOUN
fis-3252	133	5	collected	collect	VERB
fis-3252	133	6	at	at	ADP
fis-3252	133	7	the	the	DET
fis-3252	133	8	midspan	midspan	PROPN
fis-3252	133	9	section	section	NOUN
fis-3252	133	10	at	at	ADP
fis-3252	133	11	damage	damage	NOUN
fis-3252	133	12	degree	degree	NOUN
fis-3252	133	13	di	di	NOUN
fis-3252	133	14	has	have	AUX
fis-3252	133	15	been	be	AUX
fis-3252	133	16	diagrammed	diagram	VERB
fis-3252	133	17	and	and	CCONJ
fis-3252	133	18	depicted	depict	VERB
fis-3252	133	19	,	,	PUNCT
fis-3252	133	20	respectively	respectively	ADV
fis-3252	133	21	,	,	PUNCT
fis-3252	133	22	for	for	ADP
fis-3252	133	23	the	the	DET
fis-3252	133	24	un	un	ADJ
fis-3252	133	25	-	-	ADJ
fis-3252	133	26	strengthened	strengthen	VERB
fis-3252	133	27	beam	beam	NOUN
fis-3252	133	28	b1	b1	NOUN
fis-3252	133	29	,	,	PUNCT
fis-3252	133	30	t	t	PROPN
fis-3252	133	31	r.	r.	PROPN
fis-3252	133	32	capozucca	capozucca	PROPN
fis-3252	133	33	et	et	PROPN
fis-3252	133	34	alii	alii	PROPN
fis-3252	133	35	,	,	PUNCT
fis-3252	133	36	frattura	frattura	PROPN
fis-3252	133	37	ed	ed	PROPN
fis-3252	133	38	integrità	integrità	PROPN
fis-3252	133	39	strutturale	strutturale	PROPN
fis-3252	133	40	,	,	PUNCT
fis-3252	133	41	58	58	NUM
fis-3252	133	42	(	(	PUNCT
fis-3252	133	43	2021	2021	NUM
fis-3252	133	44	)	)	PUNCT
fis-3252	133	45	402	402	NUM
fis-3252	133	46	-	-	SYM
fis-3252	133	47	415	415	NUM
fis-3252	133	48	;	;	PUNCT
fis-3252	133	49	doi	doi	NOUN
fis-3252	133	50	:	:	PUNCT
fis-3252	133	51	10.3221	10.3221	NUM
fis-3252	133	52	/	/	SYM
fis-3252	133	53	igf	igf	PROPN
fis-3252	133	54	-	-	PUNCT
fis-3252	133	55	esis.58.29	esis.58.29	PROPN
fis-3252	133	56	412	412	NUM
fis-3252	133	57	in	in	ADP
fis-3252	133	58	fig	fig	NOUN
fis-3252	133	59	.	.	PUNCT
fis-3252	134	1	15	15	NUM
fis-3252	134	2	,	,	PUNCT
fis-3252	134	3	for	for	ADP
fis-3252	134	4	the	the	DET
fis-3252	134	5	nsm	nsm	PROPN
fis-3252	134	6	cfrp	cfrp	PROPN
fis-3252	134	7	strengthened	strengthen	VERB
fis-3252	134	8	beam	beam	NOUN
fis-3252	134	9	b1	b1	NOUN
fis-3252	134	10	,	,	PUNCT
fis-3252	134	11	in	in	ADP
fis-3252	134	12	fig	fig	NOUN
fis-3252	134	13	.	.	PUNCT
fis-3252	135	1	16	16	NUM
fis-3252	136	1	and	and	CCONJ
fis-3252	136	2	for	for	ADP
fis-3252	136	3	the	the	DET
fis-3252	136	4	nsm	nsm	PROPN
fis-3252	136	5	gfrp	gfrp	PROPN
fis-3252	136	6	strengthened	strengthen	VERB
fis-3252	136	7	beam	beam	NOUN
fis-3252	136	8	b2	b2	NOUN
fis-3252	136	9	,	,	PUNCT
fis-3252	136	10	in	in	ADP
fis-3252	136	11	fig	fig	NOUN
fis-3252	136	12	.	.	PUNCT
fis-3252	137	1	17	17	NUM
fis-3252	137	2	.	.	PUNCT
fis-3252	138	1	the	the	DET
fis-3252	138	2	measurement	measurement	NOUN
fis-3252	138	3	of	of	ADP
fis-3252	138	4	strains	strain	NOUN
fis-3252	138	5	obtained	obtain	VERB
fis-3252	138	6	for	for	ADP
fis-3252	138	7	the	the	DET
fis-3252	138	8	edge	edge	NOUN
fis-3252	138	9	of	of	ADP
fis-3252	138	10	compressive	compressive	ADJ
fis-3252	138	11	concrete	concrete	NOUN
fis-3252	138	12	and	and	CCONJ
fis-3252	138	13	at	at	ADP
fis-3252	138	14	the	the	DET
fis-3252	138	15	level	level	NOUN
fis-3252	138	16	of	of	ADP
fis-3252	138	17	steel	steel	NOUN
fis-3252	138	18	bars	bar	NOUN
fis-3252	138	19	underlines	underline	VERB
fis-3252	138	20	the	the	DET
fis-3252	138	21	maintaining	maintaining	NOUN
fis-3252	138	22	of	of	ADP
fis-3252	138	23	plane	plane	NOUN
fis-3252	138	24	section	section	NOUN
fis-3252	138	25	in	in	ADP
fis-3252	138	26	the	the	DET
fis-3252	138	27	case	case	NOUN
fis-3252	138	28	of	of	ADP
fis-3252	138	29	un	un	VERB
fis-3252	138	30	-	-	VERB
fis-3252	138	31	strengthened	strengthen	VERB
fis-3252	138	32	rc	rc	PROPN
fis-3252	138	33	beam	beam	PROPN
fis-3252	138	34	b1	b1	PROPN
fis-3252	138	35	(	(	PUNCT
fis-3252	138	36	fig	fig	NOUN
fis-3252	138	37	.	.	PUNCT
fis-3252	138	38	15	15	NUM
fis-3252	138	39	)	)	PUNCT
fis-3252	138	40	.	.	PUNCT
fis-3252	139	1	in	in	ADP
fis-3252	139	2	fig	fig	NOUN
fis-3252	139	3	.	.	PUNCT
fis-3252	140	1	16	16	NUM
fis-3252	141	1	the	the	DET
fis-3252	141	2	point	point	NOUN
fis-3252	141	3	of	of	ADP
fis-3252	141	4	compressive	compressive	ADJ
fis-3252	141	5	edge	edge	NOUN
fis-3252	141	6	of	of	ADP
fis-3252	141	7	concrete	concrete	ADJ
fis-3252	141	8	,	,	PUNCT
fis-3252	141	9	tensile	tensile	NOUN
fis-3252	141	10	steel	steel	NOUN
fis-3252	141	11	and	and	CCONJ
fis-3252	141	12	tensile	tensile	NOUN
fis-3252	141	13	cfrp	cfrp	NOUN
fis-3252	141	14	rod	rod	NOUN
fis-3252	141	15	is	be	AUX
fis-3252	141	16	considered	consider	VERB
fis-3252	141	17	for	for	SCONJ
fis-3252	141	18	beam	beam	NOUN
fis-3252	141	19	b1	b1	NOUN
fis-3252	141	20	strengthened	strengthen	VERB
fis-3252	141	21	with	with	ADP
fis-3252	141	22	cfrp	cfrp	NOUN
fis-3252	141	23	rod	rod	NOUN
fis-3252	141	24	.	.	PUNCT
fis-3252	142	1	in	in	ADP
fis-3252	142	2	this	this	DET
fis-3252	142	3	case	case	NOUN
fis-3252	142	4	,	,	PUNCT
fis-3252	142	5	it	it	PRON
fis-3252	142	6	is	be	AUX
fis-3252	142	7	noted	note	VERB
fis-3252	142	8	the	the	DET
fis-3252	142	9	non	non	ADJ
fis-3252	142	10	-	-	ADJ
fis-3252	142	11	linear	linear	ADJ
fis-3252	142	12	distribution	distribution	NOUN
fis-3252	142	13	of	of	ADP
fis-3252	142	14	strains	strain	NOUN
fis-3252	142	15	through	through	ADP
fis-3252	142	16	the	the	DET
fis-3252	142	17	full	full	ADJ
fis-3252	142	18	depth	depth	NOUN
fis-3252	142	19	of	of	ADP
fis-3252	142	20	the	the	DET
fis-3252	142	21	beam	beam	NOUN
fis-3252	142	22	;	;	PUNCT
fis-3252	142	23	in	in	ADP
fis-3252	142	24	particular	particular	ADJ
fis-3252	142	25	,	,	PUNCT
fis-3252	142	26	the	the	DET
fis-3252	142	27	strains	strain	NOUN
fis-3252	142	28	on	on	ADP
fis-3252	142	29	the	the	DET
fis-3252	142	30	cfrp	cfrp	NOUN
fis-3252	142	31	rod	rod	NOUN
fis-3252	142	32	are	be	AUX
fis-3252	142	33	n’t	not	PART
fis-3252	142	34	linearly	linearly	ADV
fis-3252	142	35	congruent	congruent	ADJ
fis-3252	142	36	with	with	ADP
fis-3252	142	37	the	the	DET
fis-3252	142	38	strains	strain	NOUN
fis-3252	142	39	of	of	ADP
fis-3252	142	40	steel	steel	NOUN
fis-3252	142	41	and	and	CCONJ
fis-3252	142	42	of	of	ADP
fis-3252	142	43	the	the	DET
fis-3252	142	44	compressed	compress	VERB
fis-3252	142	45	concrete	concrete	ADJ
fis-3252	142	46	fiber	fiber	NOUN
fis-3252	142	47	and	and	CCONJ
fis-3252	142	48	are	be	AUX
fis-3252	142	49	affected	affect	VERB
fis-3252	142	50	by	by	ADP
fis-3252	142	51	a	a	DET
fis-3252	142	52	stress	stress	NOUN
fis-3252	142	53	-	-	PUNCT
fis-3252	142	54	strain	strain	NOUN
fis-3252	142	55	lag	lag	NOUN
fis-3252	142	56	.	.	PUNCT
fis-3252	143	1	it	it	PRON
fis-3252	143	2	means	mean	VERB
fis-3252	143	3	that	that	SCONJ
fis-3252	143	4	the	the	DET
fis-3252	143	5	hypothesis	hypothesis	NOUN
fis-3252	143	6	of	of	ADP
fis-3252	143	7	preserving	preserve	VERB
fis-3252	143	8	the	the	DET
fis-3252	143	9	planarity	planarity	NOUN
fis-3252	143	10	of	of	ADP
fis-3252	143	11	the	the	DET
fis-3252	143	12	bending	bend	VERB
fis-3252	143	13	section	section	NOUN
fis-3252	143	14	is	be	AUX
fis-3252	143	15	n’t	not	PART
fis-3252	143	16	satisfied	satisfied	ADJ
fis-3252	143	17	.	.	PUNCT
fis-3252	144	1	also	also	ADV
fis-3252	144	2	,	,	PUNCT
fis-3252	144	3	in	in	ADP
fis-3252	144	4	the	the	DET
fis-3252	144	5	case	case	NOUN
fis-3252	144	6	of	of	ADP
fis-3252	144	7	beam	beam	NOUN
fis-3252	144	8	b2	b2	NOUN
fis-3252	144	9	the	the	DET
fis-3252	144	10	non	non	NOUN
fis-3252	144	11	-	-	NOUN
fis-3252	144	12	planarity	planarity	NOUN
fis-3252	144	13	of	of	ADP
fis-3252	144	14	section	section	NOUN
fis-3252	144	15	appears	appear	VERB
fis-3252	144	16	at	at	ADP
fis-3252	144	17	midspan	midspan	NOUN
fis-3252	144	18	since	since	SCONJ
fis-3252	144	19	the	the	DET
fis-3252	144	20	first	first	ADJ
fis-3252	144	21	load	load	NOUN
fis-3252	144	22	cycle	cycle	NOUN
fis-3252	144	23	d1=4kn	d1=4kn	NOUN
fis-3252	144	24	,	,	PUNCT
fis-3252	144	25	as	as	ADP
fis-3252	144	26	fig	fig	NOUN
fis-3252	144	27	.	.	PUNCT
fis-3252	145	1	17	17	NUM
fis-3252	145	2	shows	show	NOUN
fis-3252	145	3	.	.	PUNCT
fis-3252	146	1	figure	figure	VERB
fis-3252	146	2	15	15	NUM
fis-3252	146	3	:	:	PUNCT
fis-3252	146	4	distribution	distribution	NOUN
fis-3252	146	5	of	of	ADP
fis-3252	146	6	strain	strain	NOUN
fis-3252	146	7	at	at	ADP
fis-3252	146	8	mid	mid	PROPN
fis-3252	146	9	length	length	NOUN
fis-3252	146	10	cross	cross	PROPN
fis-3252	146	11	section	section	NOUN
fis-3252	146	12	at	at	ADP
fis-3252	146	13	di	di	NOUN
fis-3252	146	14	,	,	PUNCT
fis-3252	146	15	with	with	ADP
fis-3252	146	16	i=1,2,3	i=1,2,3	PRON
fis-3252	146	17	un	un	ADJ
fis-3252	146	18	-	-	ADJ
fis-3252	146	19	strengthened	strengthen	VERB
fis-3252	146	20	beam	beam	NOUN
fis-3252	146	21	b1	b1	NOUN
fis-3252	146	22	.	.	PUNCT
fis-3252	147	1	figure	figure	VERB
fis-3252	147	2	16	16	NUM
fis-3252	147	3	:	:	PUNCT
fis-3252	147	4	distribution	distribution	NOUN
fis-3252	147	5	of	of	ADP
fis-3252	147	6	strain	strain	NOUN
fis-3252	147	7	at	at	ADP
fis-3252	147	8	mid	mid	PROPN
fis-3252	147	9	length	length	NOUN
fis-3252	147	10	cross	cross	PROPN
fis-3252	147	11	section	section	NOUN
fis-3252	147	12	at	at	ADP
fis-3252	147	13	di	di	NOUN
fis-3252	147	14	,	,	PUNCT
fis-3252	147	15	with	with	ADP
fis-3252	147	16	i=1,2,3	i=1,2,3	ADJ
fis-3252	147	17	beam	beam	NOUN
fis-3252	147	18	b1	b1	PROPN
fis-3252	147	19	with	with	ADP
fis-3252	147	20	nsm	nsm	PROPN
fis-3252	147	21	cfrp	cfrp	PROPN
fis-3252	147	22	rod	rod	PROPN
fis-3252	147	23	.	.	PUNCT
fis-3252	147	24	0	0	NUM
fis-3252	148	1	20	20	NUM
fis-3252	148	2	40	40	NUM
fis-3252	148	3	60	60	NUM
fis-3252	148	4	80	80	NUM
fis-3252	148	5	100	100	NUM
fis-3252	148	6	120	120	NUM
fis-3252	148	7	140	140	NUM
fis-3252	148	8	160	160	NUM
fis-3252	148	9	-1.0	-1.0	PROPN
fis-3252	148	10	-0.5	-0.5	PROPN
fis-3252	148	11	0.0	0.0	NUM
fis-3252	148	12	0.5	0.5	NUM
fis-3252	148	13	1.0	1.0	NUM
fis-3252	148	14	1.5	1.5	NUM
fis-3252	148	15	2.0	2.0	NUM
fis-3252	148	16	2.5	2.5	NUM
fis-3252	148	17	3.0	3.0	NUM
fis-3252	148	18	3.5	3.5	NUM
fis-3252	148	19	h	h	NOUN
fis-3252	149	1	[	[	X
fis-3252	149	2	m	m	VERB
fis-3252	149	3	m	m	VERB
fis-3252	149	4	]	]	X
fis-3252	149	5	ε‰	ε‰	PRON
fis-3252	149	6	d1	d1	PROPN
fis-3252	149	7	=	=	SYM
fis-3252	149	8	4kn	4kn	NOUN
fis-3252	149	9	d2	d2	PROPN
fis-3252	149	10	=	=	SYM
fis-3252	149	11	8	8	NUM
fis-3252	149	12	kn	kn	PROPN
fis-3252	149	13	d3	d3	PROPN
fis-3252	149	14	=	=	SYM
fis-3252	149	15	16	16	NUM
fis-3252	149	16	kn	kn	PROPN
fis-3252	149	17	edge	edge	NOUN
fis-3252	149	18	of	of	ADP
fis-3252	149	19	compressive	compressive	ADJ
fis-3252	149	20	concrete	concrete	ADJ
fis-3252	149	21	level	level	NOUN
fis-3252	149	22	of	of	ADP
fis-3252	149	23	tensile	tensile	NOUN
fis-3252	149	24	steel	steel	NOUN
fis-3252	149	25	0	0	NUM
fis-3252	149	26	20	20	NUM
fis-3252	149	27	40	40	NUM
fis-3252	149	28	60	60	NUM
fis-3252	149	29	80	80	NUM
fis-3252	149	30	100	100	NUM
fis-3252	149	31	120	120	NUM
fis-3252	149	32	140	140	NUM
fis-3252	149	33	160	160	NUM
fis-3252	149	34	-1.0	-1.0	PROPN
fis-3252	149	35	-0.5	-0.5	PROPN
fis-3252	149	36	0.0	0.0	NUM
fis-3252	149	37	0.5	0.5	NUM
fis-3252	149	38	1.0	1.0	NUM
fis-3252	149	39	1.5	1.5	NUM
fis-3252	149	40	2.0	2.0	NUM
fis-3252	149	41	2.5	2.5	NUM
fis-3252	149	42	h	h	NOUN
fis-3252	150	1	[	[	X
fis-3252	150	2	m	m	VERB
fis-3252	150	3	m	m	VERB
fis-3252	150	4	]	]	X
fis-3252	150	5	ε‰	ε‰	PRON
fis-3252	150	6	d1	d1	PROPN
fis-3252	150	7	=	=	SYM
fis-3252	150	8	4kn	4kn	NOUN
fis-3252	150	9	d2	d2	PROPN
fis-3252	150	10	=	=	SYM
fis-3252	150	11	8	8	NUM
fis-3252	150	12	kn	kn	PROPN
fis-3252	150	13	d3	d3	PROPN
fis-3252	150	14	=	=	SYM
fis-3252	150	15	18	18	NUM
fis-3252	150	16	kn	kn	PROPN
fis-3252	150	17	d4	d4	PROPN
fis-3252	150	18	=	=	SYM
fis-3252	150	19	24kn	24kn	ADJ
fis-3252	150	20	edge	edge	NOUN
fis-3252	150	21	of	of	ADP
fis-3252	150	22	compressive	compressive	ADJ
fis-3252	150	23	concrete	concrete	ADJ
fis-3252	150	24	level	level	NOUN
fis-3252	150	25	of	of	ADP
fis-3252	150	26	tensile	tensile	NOUN
fis-3252	150	27	steel	steel	NOUN
fis-3252	150	28	level	level	NOUN
fis-3252	150	29	of	of	ADP
fis-3252	150	30	tensile	tensile	NOUN
fis-3252	150	31	cfrp	cfrp	PROPN
fis-3252	150	32	r.	r.	PROPN
fis-3252	150	33	capozucca	capozucca	PROPN
fis-3252	150	34	et	et	PROPN
fis-3252	150	35	alii	alii	PROPN
fis-3252	150	36	,	,	PUNCT
fis-3252	150	37	frattura	frattura	PROPN
fis-3252	150	38	ed	ed	PROPN
fis-3252	150	39	integrità	integrità	PROPN
fis-3252	150	40	strutturale	strutturale	PROPN
fis-3252	150	41	,	,	PUNCT
fis-3252	150	42	58	58	NUM
fis-3252	150	43	(	(	PUNCT
fis-3252	150	44	2021	2021	NUM
fis-3252	150	45	)	)	PUNCT
fis-3252	150	46	402	402	NUM
fis-3252	150	47	-	-	SYM
fis-3252	150	48	415	415	NUM
fis-3252	150	49	;	;	PUNCT
fis-3252	150	50	doi	doi	NOUN
fis-3252	150	51	:	:	PUNCT
fis-3252	150	52	10.3221	10.3221	NUM
fis-3252	150	53	/	/	SYM
fis-3252	150	54	igf	igf	PROPN
fis-3252	150	55	-	-	PUNCT
fis-3252	150	56	esis.58.29	esis.58.29	PROPN
fis-3252	150	57	413	413	NUM
fis-3252	150	58	figure	figure	NOUN
fis-3252	150	59	17	17	NUM
fis-3252	150	60	:	:	PUNCT
fis-3252	150	61	distribution	distribution	NOUN
fis-3252	150	62	of	of	ADP
fis-3252	150	63	strain	strain	NOUN
fis-3252	150	64	at	at	ADP
fis-3252	150	65	mid	mid	PROPN
fis-3252	150	66	length	length	NOUN
fis-3252	150	67	cross	cross	PROPN
fis-3252	150	68	section	section	NOUN
fis-3252	150	69	at	at	ADP
fis-3252	150	70	di	di	NOUN
fis-3252	150	71	,	,	PUNCT
fis-3252	150	72	with	with	ADP
fis-3252	150	73	i=1,2,3	i=1,2,3	ADJ
fis-3252	150	74	beam	beam	NOUN
fis-3252	150	75	b2	b2	NOUN
fis-3252	150	76	with	with	ADP
fis-3252	150	77	nsm	nsm	PROPN
fis-3252	150	78	gfrp	gfrp	PROPN
fis-3252	150	79	rod	rod	NOUN
fis-3252	150	80	.	.	PUNCT
fis-3252	151	1	the	the	DET
fis-3252	151	2	entity	entity	NOUN
fis-3252	151	3	of	of	ADP
fis-3252	151	4	stress	stress	NOUN
fis-3252	151	5	-	-	PUNCT
fis-3252	151	6	strain	strain	NOUN
fis-3252	151	7	lag	lag	NOUN
fis-3252	151	8	can	can	AUX
fis-3252	151	9	be	be	AUX
fis-3252	151	10	estimate	estimate	NOUN
fis-3252	151	11	considering	consider	VERB
fis-3252	151	12	the	the	DET
fis-3252	151	13	ratios	ratio	NOUN
fis-3252	151	14	(	(	PUNCT
fis-3252	151	15	1	1	NUM
fis-3252	151	16	)	)	PUNCT
fis-3252	151	17	and	and	CCONJ
fis-3252	151	18	(	(	PUNCT
fis-3252	151	19	2	2	X
fis-3252	151	20	)	)	PUNCT
fis-3252	151	21	(	(	PUNCT
fis-3252	151	22	tab	tab	NOUN
fis-3252	151	23	.	.	NOUN
fis-3252	151	24	5	5	NUM
fis-3252	151	25	)	)	PUNCT
fis-3252	151	26	,	,	PUNCT
fis-3252	151	27	where	where	SCONJ
fis-3252	151	28	εfrp	εfrp	NOUN
fis-3252	151	29	is	be	AUX
fis-3252	151	30	the	the	DET
fis-3252	151	31	strain	strain	NOUN
fis-3252	151	32	that	that	PRON
fis-3252	151	33	cfrp	cfrp	NOUN
fis-3252	151	34	and	and	CCONJ
fis-3252	151	35	gfrp	gfrp	PROPN
fis-3252	151	36	rod	rod	NOUN
fis-3252	151	37	should	should	AUX
fis-3252	151	38	exhibits	exhibit	VERB
fis-3252	151	39	if	if	SCONJ
fis-3252	151	40	the	the	DET
fis-3252	151	41	bernoulli	bernoulli	PROPN
fis-3252	151	42	's	's	PART
fis-3252	151	43	plane	plane	NOUN
fis-3252	151	44	section	section	NOUN
fis-3252	151	45	hypothesizes	hypothesize	VERB
fis-3252	151	46	is	be	AUX
fis-3252	151	47	verified	verify	VERB
fis-3252	151	48	.	.	PUNCT
fis-3252	152	1	the	the	DET
fis-3252	152	2	calculus	calculus	NOUN
fis-3252	152	3	of	of	ADP
fis-3252	152	4	k1	k1	PROPN
fis-3252	152	5	and	and	CCONJ
fis-3252	152	6	k2	k2	ADJ
fis-3252	152	7	coefficients	coefficient	NOUN
fis-3252	152	8	was	be	AUX
fis-3252	152	9	made	make	VERB
fis-3252	152	10	both	both	PRON
fis-3252	152	11	for	for	ADP
fis-3252	152	12	the	the	DET
fis-3252	152	13	strengthened	strengthen	VERB
fis-3252	152	14	rc	rc	PROPN
fis-3252	152	15	beams	beam	NOUN
fis-3252	152	16	b1	b1	NOUN
fis-3252	152	17	and	and	CCONJ
fis-3252	152	18	b2	b2	NOUN
fis-3252	152	19	,	,	PUNCT
fis-3252	152	20	considering	consider	VERB
fis-3252	152	21	the	the	DET
fis-3252	152	22	levels	level	NOUN
fis-3252	152	23	of	of	ADP
fis-3252	152	24	damage	damage	NOUN
fis-3252	152	25	d1	d1	PROPN
fis-3252	152	26	to	to	ADP
fis-3252	152	27	d4	d4	PROPN
fis-3252	152	28	thus	thus	ADV
fis-3252	152	29	until	until	ADP
fis-3252	152	30	values	value	NOUN
fis-3252	152	31	of	of	ADP
fis-3252	152	32	steel	steel	NOUN
fis-3252	152	33	strain	strain	NOUN
fis-3252	152	34	greater	great	ADJ
fis-3252	152	35	than	than	ADP
fis-3252	152	36	yield	yield	NOUN
fis-3252	152	37	strain	strain	NOUN
fis-3252	152	38	of	of	ADP
fis-3252	152	39	steel	steel	NOUN
fis-3252	152	40	.	.	PUNCT
fis-3252	153	1	it	it	PRON
fis-3252	153	2	can	can	AUX
fis-3252	153	3	be	be	AUX
fis-3252	153	4	observed	observe	VERB
fis-3252	153	5	that	that	SCONJ
fis-3252	153	6	the	the	DET
fis-3252	153	7	average	average	ADJ
fis-3252	153	8	values	value	NOUN
fis-3252	153	9	k1,av	k1,av	PROPN
fis-3252	153	10	≅	≅	PROPN
fis-3252	153	11	0.93	0.93	NUM
fis-3252	153	12			PROPN
fis-3252	153	13	0.99	0.99	NUM
fis-3252	153	14	and	and	CCONJ
fis-3252	153	15	k2,av≅	k2,av≅	PROPN
fis-3252	153	16	0.24	0.24	NUM
fis-3252	153	17			PROPN
fis-3252	153	18	0.18	0.18	NUM
fis-3252	153	19	(	(	PUNCT
fis-3252	153	20	respectively	respectively	ADV
fis-3252	153	21	for	for	ADP
fis-3252	153	22	b1	b1	NOUN
fis-3252	153	23	and	and	CCONJ
fis-3252	153	24	b2	b2	NOUN
fis-3252	153	25	)	)	PUNCT
fis-3252	153	26	,	,	PUNCT
fis-3252	153	27	are	be	AUX
fis-3252	153	28	quite	quite	ADV
fis-3252	153	29	different	different	ADJ
fis-3252	153	30	and	and	CCONJ
fis-3252	153	31	lead	lead	VERB
fis-3252	153	32	to	to	PART
fis-3252	153	33	results	result	NOUN
fis-3252	153	34	more	more	ADV
fis-3252	153	35	or	or	CCONJ
fis-3252	153	36	less	less	ADV
fis-3252	153	37	conservative	conservative	ADJ
fis-3252	153	38	.	.	PUNCT
fis-3252	154	1	nevertheless	nevertheless	ADV
fis-3252	154	2	,	,	PUNCT
fis-3252	154	3	in	in	ADP
fis-3252	154	4	the	the	DET
fis-3252	154	5	study	study	NOUN
fis-3252	154	6	of	of	ADP
fis-3252	154	7	the	the	DET
fis-3252	154	8	behaviour	behaviour	NOUN
fis-3252	154	9	of	of	ADP
fis-3252	154	10	rc	rc	PROPN
fis-3252	154	11	section	section	NOUN
fis-3252	154	12	with	with	ADP
fis-3252	154	13	the	the	DET
fis-3252	154	14	presence	presence	NOUN
fis-3252	154	15	of	of	ADP
fis-3252	154	16	nsm	nsm	PROPN
fis-3252	154	17	frp	frp	PROPN
fis-3252	154	18	rods	rod	NOUN
fis-3252	154	19	,	,	PUNCT
fis-3252	154	20	it	it	PRON
fis-3252	154	21	can	can	AUX
fis-3252	154	22	be	be	AUX
fis-3252	154	23	a	a	DET
fis-3252	154	24	good	good	ADJ
fis-3252	154	25	strategy	strategy	NOUN
fis-3252	154	26	the	the	DET
fis-3252	154	27	adoption	adoption	NOUN
fis-3252	154	28	of	of	ADP
fis-3252	154	29	one	one	NUM
fis-3252	154	30	of	of	ADP
fis-3252	154	31	the	the	DET
fis-3252	154	32	coefficient	coefficient	NOUN
fis-3252	154	33	k1,av	k1,av	NOUN
fis-3252	154	34	(	(	PUNCT
fis-3252	154	35	or	or	CCONJ
fis-3252	154	36	k2,av	k2,av	NOUN
fis-3252	154	37	)	)	PUNCT
fis-3252	154	38	to	to	PART
fis-3252	154	39	prevent	prevent	VERB
fis-3252	154	40	overestimation	overestimation	NOUN
fis-3252	154	41	of	of	ADP
fis-3252	154	42	the	the	DET
fis-3252	154	43	beam	beam	NOUN
fis-3252	154	44	’s	’s	PART
fis-3252	154	45	strength	strength	NOUN
fis-3252	154	46	.	.	PUNCT
fis-3252	155	1			PRON
fis-3252	155	2	frp	frp	PROPN
fis-3252	155	3	1	1	NUM
fis-3252	155	4	s	s	PROPN
fis-3252	155	5	ε	ε	PROPN
fis-3252	155	6	k	k	PROPN
fis-3252	155	7	  	  	SPACE
fis-3252	155	8	ε	ε	PROPN
fis-3252	155	9	(	(	PUNCT
fis-3252	155	10	1	1	X
fis-3252	155	11	)	)	PUNCT
fis-3252	155	12			NOUN
fis-3252	155	13			PRON
fis-3252	156	1	frp	frp	PROPN
fis-3252	157	1	frp	frp	PROPN
fis-3252	157	2	2	2	NUM
fis-3252	157	3	frp	frp	PROPN
fis-3252	157	4	ε	ε	PROPN
fis-3252	157	5	*	*	PROPN
fis-3252	157	6	ε	ε	PROPN
fis-3252	157	7	k	k	PROPN
fis-3252	157	8	  	  	SPACE
fis-3252	157	9	ε	ε	PROPN
fis-3252	157	10	*	*	PROPN
fis-3252	157	11	(	(	PUNCT
fis-3252	157	12	2	2	X
fis-3252	157	13	)	)	PUNCT
fis-3252	157	14	rc	rc	PROPN
fis-3252	157	15	beams	beam	VERB
fis-3252	157	16	damage	damage	NOUN
fis-3252	157	17	steps	step	NOUN
fis-3252	157	18	load	load	NOUN
fis-3252	157	19	,	,	PUNCT
fis-3252	157	20	p	p	X
fis-3252	158	1	[	[	X
fis-3252	158	2	kn	kn	X
fis-3252	158	3	]	]	X
fis-3252	158	4	k1	k1	PROPN
fis-3252	158	5	=	=	PUNCT
fis-3252	158	6	εfrp	εfrp	PROPN
fis-3252	158	7	/	/	SYM
fis-3252	158	8	εs	εs	PROPN
fis-3252	158	9	k2	k2	PROPN
fis-3252	158	10	=	=	SYM
fis-3252	158	11	ε*frp	ε*frp	PROPN
fis-3252	158	12	-	-	PUNCT
fis-3252	158	13	εfrp	εfrp	NOUN
fis-3252	158	14	/ε*frp	/ε*frp	PUNCT
fis-3252	158	15	b1	b1	NOUN
fis-3252	158	16	d1	d1	PROPN
fis-3252	158	17	4.00	4.00	NUM
fis-3252	158	18	0.60	0.60	NUM
fis-3252	158	19	0.51	0.51	NUM
fis-3252	158	20	d2	d2	PROPN
fis-3252	158	21	8.00	8.00	NUM
fis-3252	158	22	1.06	1.06	NUM
fis-3252	158	23	0.13	0.13	NUM
fis-3252	158	24	d3	d3	PROPN
fis-3252	158	25	18.00	18.00	NUM
fis-3252	158	26	1.06	1.06	NUM
fis-3252	158	27	0.13	0.13	NUM
fis-3252	158	28	d4	d4	PROPN
fis-3252	158	29	24.00	24.00	NUM
fis-3252	158	30	0.98	0.98	NUM
fis-3252	158	31	0.19	0.19	NUM
fis-3252	158	32	b2	b2	NOUN
fis-3252	158	33	d1	d1	NOUN
fis-3252	158	34	4.00	4.00	NUM
fis-3252	158	35	0.87	0.87	NUM
fis-3252	158	36	0.28	0.28	NUM
fis-3252	158	37	d2	d2	PROPN
fis-3252	158	38	8.00	8.00	NUM
fis-3252	158	39	0.91	0.91	NUM
fis-3252	158	40	0.25	0.25	NUM
fis-3252	158	41	d3	d3	PROPN
fis-3252	158	42	16.00	16.00	NUM
fis-3252	158	43	1.07	1.07	NUM
fis-3252	158	44	0.12	0.12	NUM
fis-3252	158	45	d4	d4	PROPN
fis-3252	158	46	24.00	24.00	NUM
fis-3252	158	47	1.15	1.15	NUM
fis-3252	158	48	0.05	0.05	NUM
fis-3252	158	49	table	table	NOUN
fis-3252	158	50	5	5	NUM
fis-3252	158	51	:	:	PUNCT
fis-3252	158	52	lag	lag	NOUN
fis-3252	158	53	coefficients	coefficient	NOUN
fis-3252	158	54	k.	k.	PROPN
fis-3252	158	55	0	0	NUM
fis-3252	158	56	20	20	NUM
fis-3252	158	57	40	40	NUM
fis-3252	158	58	60	60	NUM
fis-3252	158	59	80	80	NUM
fis-3252	158	60	100	100	NUM
fis-3252	158	61	120	120	NUM
fis-3252	158	62	140	140	NUM
fis-3252	158	63	160	160	NUM
fis-3252	158	64	-1.0	-1.0	PROPN
fis-3252	158	65	-0.5	-0.5	PROPN
fis-3252	158	66	0.0	0.0	NUM
fis-3252	158	67	0.5	0.5	NUM
fis-3252	158	68	1.0	1.0	NUM
fis-3252	158	69	1.5	1.5	NUM
fis-3252	158	70	2.0	2.0	NUM
fis-3252	158	71	2.5	2.5	NUM
fis-3252	158	72	3.0	3.0	NUM
fis-3252	158	73	3.5	3.5	NUM
fis-3252	158	74	h	h	NOUN
fis-3252	159	1	[	[	X
fis-3252	159	2	m	m	VERB
fis-3252	159	3	m	m	VERB
fis-3252	159	4	]	]	PUNCT
fis-3252	159	5	ε	ε	PROPN
fis-3252	159	6	‰	‰	NOUN
fis-3252	159	7	d1	d1	PROPN
fis-3252	159	8	=	=	SYM
fis-3252	159	9	4kn	4kn	NOUN
fis-3252	159	10	d2	d2	PROPN
fis-3252	159	11	=	=	SYM
fis-3252	159	12	8	8	NUM
fis-3252	159	13	kn	kn	PROPN
fis-3252	159	14	d3	d3	PROPN
fis-3252	159	15	=	=	SYM
fis-3252	159	16	16	16	NUM
fis-3252	159	17	kn	kn	PROPN
fis-3252	159	18	d4	d4	PROPN
fis-3252	159	19	=	=	SYM
fis-3252	159	20	24kn	24kn	ADJ
fis-3252	159	21	edge	edge	NOUN
fis-3252	159	22	of	of	ADP
fis-3252	159	23	compressive	compressive	ADJ
fis-3252	159	24	concrete	concrete	ADJ
fis-3252	159	25	level	level	NOUN
fis-3252	159	26	of	of	ADP
fis-3252	159	27	tensile	tensile	NOUN
fis-3252	159	28	steel	steel	NOUN
fis-3252	159	29	level	level	NOUN
fis-3252	159	30	of	of	ADP
fis-3252	159	31	tensile	tensile	NOUN
fis-3252	159	32	gfrp	gfrp	PROPN
fis-3252	159	33	r.	r.	PROPN
fis-3252	159	34	capozucca	capozucca	PROPN
fis-3252	159	35	et	et	PROPN
fis-3252	159	36	alii	alii	PROPN
fis-3252	159	37	,	,	PUNCT
fis-3252	159	38	frattura	frattura	PROPN
fis-3252	159	39	ed	ed	PROPN
fis-3252	159	40	integrità	integrità	PROPN
fis-3252	159	41	strutturale	strutturale	PROPN
fis-3252	159	42	,	,	PUNCT
fis-3252	159	43	58	58	NUM
fis-3252	159	44	(	(	PUNCT
fis-3252	159	45	2021	2021	NUM
fis-3252	159	46	)	)	PUNCT
fis-3252	159	47	402	402	NUM
fis-3252	159	48	-	-	SYM
fis-3252	159	49	415	415	NUM
fis-3252	159	50	;	;	PUNCT
fis-3252	159	51	doi	doi	NOUN
fis-3252	159	52	:	:	PUNCT
fis-3252	159	53	10.3221	10.3221	NUM
fis-3252	159	54	/	/	SYM
fis-3252	159	55	igf	igf	PROPN
fis-3252	159	56	-	-	PUNCT
fis-3252	159	57	esis.58.29	esis.58.29	PROPN
fis-3252	159	58	414	414	NUM
fis-3252	159	59	conclusions	conclusion	NOUN
fis-3252	159	60	he	he	PRON
fis-3252	159	61	following	follow	VERB
fis-3252	159	62	are	be	AUX
fis-3252	159	63	the	the	DET
fis-3252	159	64	main	main	ADJ
fis-3252	159	65	outcomes	outcome	NOUN
fis-3252	159	66	derived	derive	VERB
fis-3252	159	67	from	from	ADP
fis-3252	159	68	this	this	DET
fis-3252	159	69	experimental	experimental	ADJ
fis-3252	159	70	study	study	NOUN
fis-3252	159	71	on	on	ADP
fis-3252	159	72	the	the	DET
fis-3252	159	73	behaviour	behaviour	NOUN
fis-3252	159	74	of	of	ADP
fis-3252	159	75	rc	rc	PROPN
fis-3252	159	76	beams	beam	NOUN
fis-3252	159	77	strengthened	strengthen	VERB
fis-3252	159	78	with	with	ADP
fis-3252	159	79	cfrp	cfrp	NOUN
fis-3252	159	80	and	and	CCONJ
fis-3252	159	81	gfrp	gfrp	PROPN
fis-3252	159	82	rods	rod	NOUN
fis-3252	159	83	using	use	VERB
fis-3252	159	84	the	the	DET
fis-3252	159	85	near	near	ADJ
fis-3252	159	86	-	-	PUNCT
fis-3252	159	87	surface	surface	NOUN
fis-3252	159	88	method	method	NOUN
fis-3252	159	89	:	:	PUNCT
fis-3252	160	1	1	1	X
fis-3252	160	2	.	.	X
fis-3252	160	3	the	the	DET
fis-3252	160	4	nsm	nsm	PROPN
fis-3252	160	5	approach	approach	NOUN
fis-3252	160	6	proves	prove	VERB
fis-3252	160	7	to	to	PART
fis-3252	160	8	be	be	AUX
fis-3252	160	9	adequate	adequate	ADJ
fis-3252	160	10	,	,	PUNCT
fis-3252	160	11	both	both	PRON
fis-3252	160	12	for	for	ADP
fis-3252	160	13	cfrp	cfrp	NOUN
fis-3252	160	14	and	and	CCONJ
fis-3252	160	15	gfrp	gfrp	PROPN
fis-3252	160	16	rods	rod	NOUN
fis-3252	160	17	,	,	PUNCT
fis-3252	160	18	with	with	ADP
fis-3252	160	19	no	no	DET
fis-3252	160	20	loss	loss	NOUN
fis-3252	160	21	of	of	ADP
fis-3252	160	22	the	the	DET
fis-3252	160	23	concrete	concrete	ADJ
fis-3252	160	24	cover	cover	NOUN
fis-3252	160	25	’s	’s	PART
fis-3252	160	26	bond	bond	NOUN
fis-3252	160	27	up	up	ADP
fis-3252	160	28	to	to	ADP
fis-3252	160	29	collaps	collap	NOUN
fis-3252	160	30	under	under	ADP
fis-3252	160	31	bending	bend	VERB
fis-3252	160	32	.	.	PUNCT
fis-3252	161	1	2	2	X
fis-3252	161	2	.	.	X
fis-3252	161	3	the	the	DET
fis-3252	161	4	ultimate	ultimate	ADJ
fis-3252	161	5	phase	phase	NOUN
fis-3252	161	6	of	of	ADP
fis-3252	161	7	rc	rc	PROPN
fis-3252	161	8	beams	beam	NOUN
fis-3252	161	9	strengthened	strengthen	VERB
fis-3252	161	10	was	be	AUX
fis-3252	161	11	characterized	characterize	VERB
fis-3252	161	12	by	by	ADP
fis-3252	161	13	loss	loss	NOUN
fis-3252	161	14	of	of	ADP
fis-3252	161	15	strength	strength	NOUN
fis-3252	161	16	of	of	ADP
fis-3252	161	17	compressive	compressive	ADJ
fis-3252	161	18	concrete	concrete	NOUN
fis-3252	161	19	without	without	ADP
fis-3252	161	20	detachment	detachment	NOUN
fis-3252	161	21	of	of	ADP
fis-3252	161	22	cover	cover	NOUN
fis-3252	161	23	.	.	PUNCT
fis-3252	162	1	3	3	X
fis-3252	162	2	.	.	X
fis-3252	162	3	the	the	DET
fis-3252	162	4	adoption	adoption	NOUN
fis-3252	162	5	of	of	ADP
fis-3252	162	6	frp	frp	PROPN
fis-3252	162	7	rod	rod	NOUN
fis-3252	162	8	seems	seem	VERB
fis-3252	162	9	to	to	PART
fis-3252	162	10	be	be	AUX
fis-3252	162	11	suitable	suitable	ADJ
fis-3252	162	12	;	;	PUNCT
fis-3252	162	13	the	the	DET
fis-3252	162	14	performance	performance	NOUN
fis-3252	162	15	of	of	ADP
fis-3252	162	16	a	a	DET
fis-3252	162	17	rc	rc	PROPN
fis-3252	162	18	beam	beam	NOUN
fis-3252	162	19	with	with	ADP
fis-3252	162	20	frp	frp	PROPN
fis-3252	162	21	strengthening	strengthen	VERB
fis-3252	162	22	is	be	AUX
fis-3252	162	23	highly	highly	ADV
fis-3252	162	24	reliant	reliant	ADJ
fis-3252	162	25	on	on	ADP
fis-3252	162	26	the	the	DET
fis-3252	162	27	properties	property	NOUN
fis-3252	162	28	of	of	ADP
fis-3252	162	29	the	the	DET
fis-3252	162	30	frp	frp	PROPN
fis-3252	162	31	itself	itself	PRON
fis-3252	162	32	.	.	PUNCT
fis-3252	163	1	4	4	X
fis-3252	163	2	.	.	X
fis-3252	163	3	the	the	DET
fis-3252	163	4	bernoulli	bernoulli	PROPN
fis-3252	163	5	’s	’s	PART
fis-3252	163	6	hypothesis	hypothesis	NOUN
fis-3252	163	7	of	of	ADP
fis-3252	163	8	planarity	planarity	NOUN
fis-3252	163	9	of	of	ADP
fis-3252	163	10	sections	section	NOUN
fis-3252	163	11	is	be	AUX
fis-3252	163	12	not	not	PART
fis-3252	163	13	valid	valid	ADJ
fis-3252	163	14	for	for	ADP
fis-3252	163	15	sections	section	NOUN
fis-3252	163	16	with	with	ADP
fis-3252	163	17	frp	frp	PROPN
fis-3252	163	18	rods	rod	NOUN
fis-3252	163	19	and	and	CCONJ
fis-3252	163	20	the	the	DET
fis-3252	163	21	calculus	calculus	NOUN
fis-3252	163	22	of	of	ADP
fis-3252	163	23	sections	section	NOUN
fis-3252	163	24	must	must	AUX
fis-3252	163	25	follow	follow	VERB
fis-3252	163	26	a	a	DET
fis-3252	163	27	non	non	ADJ
fis-3252	163	28	-	-	ADJ
fis-3252	163	29	linear	linear	ADJ
fis-3252	163	30	development	development	NOUN
fis-3252	163	31	until	until	ADP
fis-3252	163	32	ultimate	ultimate	ADJ
fis-3252	163	33	state	state	NOUN
fis-3252	163	34	.	.	PUNCT
fis-3252	164	1	acknowledgement	acknowledgement	NOUN
fis-3252	165	1	he	he	PRON
fis-3252	165	2	polytechnic	polytechnic	PROPN
fis-3252	165	3	university	university	PROPN
fis-3252	165	4	of	of	ADP
fis-3252	165	5	marche	marche	PROPN
fis-3252	165	6	supplied	supply	VERB
fis-3252	165	7	research	research	NOUN
fis-3252	165	8	funds	fund	NOUN
fis-3252	165	9	to	to	PART
fis-3252	165	10	enable	enable	VERB
fis-3252	165	11	this	this	DET
fis-3252	165	12	experimental	experimental	ADJ
fis-3252	165	13	study	study	NOUN
fis-3252	165	14	.	.	PUNCT
fis-3252	166	1	the	the	DET
fis-3252	166	2	authors	author	NOUN
fis-3252	166	3	would	would	AUX
fis-3252	166	4	like	like	VERB
fis-3252	166	5	to	to	PART
fis-3252	166	6	thank	thank	VERB
fis-3252	166	7	all	all	DET
fis-3252	166	8	the	the	DET
fis-3252	166	9	technicians	technician	NOUN
fis-3252	166	10	and	and	CCONJ
fis-3252	166	11	students	student	NOUN
fis-3252	166	12	who	who	PRON
fis-3252	166	13	assisted	assist	VERB
fis-3252	166	14	in	in	ADP
fis-3252	166	15	the	the	DET
fis-3252	166	16	development	development	NOUN
fis-3252	166	17	of	of	ADP
fis-3252	166	18	this	this	DET
fis-3252	166	19	research	research	NOUN
fis-3252	166	20	work	work	NOUN
fis-3252	166	21	.	.	PUNCT
fis-3252	167	1	references	reference	NOUN
fis-3252	167	2	[	[	X
fis-3252	167	3	1	1	NUM
fis-3252	167	4	]	]	X
fis-3252	167	5	de	de	X
fis-3252	167	6	lorenzis	lorenzis	PROPN
fis-3252	167	7	l.	l.	PROPN
fis-3252	167	8	,	,	PUNCT
fis-3252	167	9	nanni	nanni	PROPN
fis-3252	167	10	a.	a.	PROPN
fis-3252	167	11	,	,	PUNCT
fis-3252	167	12	la	la	PROPN
fis-3252	167	13	tegola	tegola	PROPN
fis-3252	167	14	a.	a.	NOUN
fis-3252	167	15	flexural	flexural	PROPN
fis-3252	167	16	and	and	CCONJ
fis-3252	167	17	shear	shear	NOUN
fis-3252	167	18	strengthening	strengthening	NOUN
fis-3252	167	19	of	of	ADP
fis-3252	167	20	reinforced	reinforce	VERB
fis-3252	167	21	concrete	concrete	ADJ
fis-3252	167	22	structures	structure	NOUN
fis-3252	167	23	with	with	ADP
fis-3252	167	24	near	near	ADJ
fis-3252	167	25	surface	surface	NOUN
fis-3252	167	26	mounted	mount	VERB
fis-3252	167	27	frp	frp	PROPN
fis-3252	167	28	rods	rod	NOUN
fis-3252	167	29	.	.	PUNCT
fis-3252	168	1	proc	proc	NOUN
fis-3252	168	2	.	.	PUNCT
fis-3252	169	1	third	third	ADJ
fis-3252	169	2	int	int	NOUN
fis-3252	169	3	.	.	PUNCT
fis-3252	170	1	conf	conf	NOUN
fis-3252	170	2	.	.	PUNCT
fis-3252	171	1	advanced	advanced	ADJ
fis-3252	171	2	composite	composite	ADJ
fis-3252	171	3	materials	material	NOUN
fis-3252	171	4	in	in	ADP
fis-3252	171	5	bridges	bridge	NOUN
fis-3252	171	6	and	and	CCONJ
fis-3252	171	7	structures	structure	NOUN
fis-3252	171	8	,	,	PUNCT
fis-3252	171	9	ottawa	ottawa	PROPN
fis-3252	171	10	(	(	PUNCT
fis-3252	171	11	canada	canada	PROPN
fis-3252	171	12	)	)	PUNCT
fis-3252	171	13	;	;	PUNCT
fis-3252	171	14	2000	2000	NUM
fis-3252	171	15	.	.	PUNCT
fis-3252	172	1	pp.521	pp.521	NOUN
fis-3252	172	2	-	-	PUNCT
fis-3252	172	3	528	528	NUM
fis-3252	172	4	.	.	PUNCT
fis-3252	173	1	[	[	X
fis-3252	173	2	2	2	X
fis-3252	173	3	]	]	X
fis-3252	173	4	teng	teng	PROPN
fis-3252	173	5	jg	jg	PROPN
fis-3252	173	6	,	,	PUNCT
fis-3252	173	7	chen	chen	PROPN
fis-3252	173	8	jf	jf	PROPN
fis-3252	173	9	,	,	PUNCT
fis-3252	173	10	smith	smith	PROPN
fis-3252	173	11	st	st	PROPN
fis-3252	173	12	,	,	PUNCT
fis-3252	173	13	lam	lam	PROPN
fis-3252	173	14	l.	l.	PROPN
fis-3252	173	15	frp	frp	PROPN
fis-3252	173	16	-	-	PUNCT
fis-3252	173	17	strengthened	strengthen	VERB
fis-3252	173	18	rc	rc	PROPN
fis-3252	173	19	structures	structure	NOUN
fis-3252	173	20	.	.	PUNCT
fis-3252	174	1	west	west	PROPN
fis-3252	174	2	sussex	sussex	PROPN
fis-3252	174	3	:	:	PUNCT
fis-3252	174	4	wiley	wiley	PROPN
fis-3252	174	5	;	;	PUNCT
fis-3252	174	6	2002	2002	NUM
fis-3252	174	7	.	.	PUNCT
fis-3252	175	1	[	[	X
fis-3252	175	2	3	3	X
fis-3252	175	3	]	]	X
fis-3252	175	4	lu	lu	PROPN
fis-3252	175	5	,	,	PUNCT
fis-3252	175	6	x.z	x.z	PROPN
fis-3252	175	7	.	.	PROPN
fis-3252	175	8	,	,	PUNCT
fis-3252	175	9	teng	teng	PROPN
fis-3252	175	10	,	,	PUNCT
fis-3252	175	11	j.g	j.g	PROPN
fis-3252	175	12	.	.	PROPN
fis-3252	175	13	,	,	PUNCT
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fis-3252	175	18	,	,	PUNCT
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fis-3252	175	20	,	,	PUNCT
fis-3252	175	21	j.j	j.j	PROPN
fis-3252	175	22	.	.	PROPN
fis-3252	175	23	:	:	PUNCT
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fis-3252	175	30	sheets	sheet	NOUN
fis-3252	175	31	/	/	SYM
fis-3252	175	32	plates	plate	NOUN
fis-3252	175	33	bonded	bond	VERB
fis-3252	175	34	to	to	ADP
fis-3252	175	35	concrete	concrete	NOUN
fis-3252	175	36	,	,	PUNCT
fis-3252	175	37	engineering	engineering	NOUN
fis-3252	175	38	structures	structure	NOUN
fis-3252	175	39	,	,	PUNCT
fis-3252	175	40	27(6	27(6	NUM
fis-3252	175	41	)	)	PUNCT
fis-3252	175	42	,	,	PUNCT
fis-3252	175	43	pp	pp	ADP
fis-3252	175	44	.	.	PUNCT
fis-3252	176	1	920–937	920–937	NUM
fis-3252	176	2	(	(	PUNCT
fis-3252	176	3	2005	2005	NUM
fis-3252	176	4	)	)	PUNCT
fis-3252	176	5	.	.	PUNCT
fis-3252	177	1	[	[	X
fis-3252	177	2	4	4	X
fis-3252	177	3	]	]	X
fis-3252	177	4	kotynia	kotynia	PROPN
fis-3252	177	5	r.	r.	PROPN
fis-3252	177	6	analysis	analysis	NOUN
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fis-3252	177	8	the	the	DET
fis-3252	177	9	flexural	flexural	ADJ
fis-3252	177	10	response	response	NOUN
fis-3252	177	11	of	of	ADP
fis-3252	177	12	nsm	nsm	PROPN
fis-3252	177	13	frp	frp	PROPN
fis-3252	177	14	-	-	PUNCT
fis-3252	177	15	strengthened	strengthen	VERB
fis-3252	177	16	concrete	concrete	ADJ
fis-3252	177	17	beams	beam	NOUN
fis-3252	177	18	.	.	PUNCT
fis-3252	178	1	proc	proc	NOUN
fis-3252	178	2	.	.	PUNCT
fis-3252	179	1	of	of	ADP
fis-3252	179	2	the	the	DET
fis-3252	179	3	eight	eight	NUM
fis-3252	179	4	int	int	NOUN
fis-3252	179	5	.	.	PUNCT
fis-3252	180	1	conf.on	conf.on	X
fis-3252	180	2	fibre	fibre	NOUN
fis-3252	180	3	-	-	PUNCT
fis-3252	180	4	reinforced	reinforce	VERB
fis-3252	180	5	plastics	plastic	NOUN
fis-3252	180	6	for	for	ADP
fis-3252	180	7	reinforced	reinforce	VERB
fis-3252	180	8	concrete	concrete	ADJ
fis-3252	180	9	structures	structure	NOUN
fis-3252	180	10	,	,	PUNCT
fis-3252	180	11	patrasso	patrasso	NOUN
fis-3252	180	12	(	(	PUNCT
fis-3252	180	13	grecia	grecia	PROPN
fis-3252	180	14	)	)	PUNCT
fis-3252	180	15	;	;	PUNCT
fis-3252	180	16	2007	2007	NUM
fis-3252	181	1	[	[	X
fis-3252	181	2	5	5	NUM
fis-3252	181	3	]	]	SYM
fis-3252	181	4	bilotta	bilotta	NOUN
fis-3252	181	5	a	a	DET
fis-3252	181	6	,	,	PUNCT
fis-3252	181	7	ceroni	ceroni	NOUN
fis-3252	181	8	f	f	PROPN
fis-3252	181	9	,	,	PUNCT
fis-3252	181	10	nigro	nigro	ADJ
fis-3252	181	11	e	e	NOUN
fis-3252	181	12	,	,	PUNCT
fis-3252	181	13	pecce	pecce	NOUN
fis-3252	181	14	m.	m.	NOUN
fis-3252	181	15	efficiency	efficiency	NOUN
fis-3252	181	16	of	of	ADP
fis-3252	181	17	cfrp	cfrp	PROPN
fis-3252	181	18	nsm	nsm	PROPN
fis-3252	181	19	strips	strip	NOUN
fis-3252	181	20	and	and	CCONJ
fis-3252	181	21	ebr	ebr	PROPN
fis-3252	181	22	plates	plate	NOUN
fis-3252	181	23	for	for	ADP
fis-3252	181	24	flexural	flexural	ADJ
fis-3252	181	25	strengthening	strengthening	NOUN
fis-3252	181	26	of	of	ADP
fis-3252	181	27	rc	rc	PROPN
fis-3252	181	28	beams	beam	NOUN
fis-3252	181	29	and	and	CCONJ
fis-3252	181	30	loading	loading	NOUN
fis-3252	181	31	pattern	pattern	NOUN
fis-3252	181	32	influence	influence	NOUN
fis-3252	181	33	.	.	PUNCT
fis-3252	182	1	compos	compos	PROPN
fis-3252	182	2	struct	struct	NOUN
fis-3252	182	3	2015	2015	NUM
fis-3252	182	4	;	;	PUNCT
fis-3252	182	5	124:163e75	124:163e75	NUM
fis-3252	182	6	.	.	PUNCT
fis-3252	183	1	[	[	X
fis-3252	183	2	6	6	NUM
fis-3252	183	3	]	]	X
fis-3252	183	4	de	de	X
fis-3252	183	5	lorenzis	lorenzis	PROPN
fis-3252	183	6	,	,	PUNCT
fis-3252	183	7	l.	l.	PROPN
fis-3252	183	8	,	,	PUNCT
fis-3252	183	9	teng	teng	PROPN
fis-3252	183	10	,	,	PUNCT
fis-3252	183	11	j.g	j.g	PROPN
fis-3252	183	12	.	.	PROPN
fis-3252	183	13	:	:	PUNCT
fis-3252	183	14	near	near	ADP
fis-3252	183	15	-	-	PUNCT
fis-3252	183	16	surface	surface	NOUN
fis-3252	183	17	mounted	mount	VERB
fis-3252	183	18	frp	frp	PROPN
fis-3252	183	19	reinforcement	reinforcement	NOUN
fis-3252	183	20	:	:	PUNCT
fis-3252	183	21	an	an	DET
fis-3252	183	22	emerging	emerge	VERB
fis-3252	183	23	technique	technique	NOUN
fis-3252	183	24	for	for	ADP
fis-3252	183	25	strengthening	strengthen	VERB
fis-3252	183	26	structures	structure	NOUN
fis-3252	183	27	,	,	PUNCT
fis-3252	183	28	composites	composite	VERB
fis-3252	183	29	part	part	NOUN
fis-3252	183	30	b	b	NOUN
fis-3252	183	31	:	:	PUNCT
fis-3252	183	32	engineering	engineering	NOUN
fis-3252	183	33	,	,	PUNCT
fis-3252	183	34	38(2	38(2	NOUN
fis-3252	183	35	)	)	PUNCT
fis-3252	183	36	,	,	PUNCT
fis-3252	183	37	pp	pp	ADP
fis-3252	183	38	.	.	PUNCT
fis-3252	184	1	119–143	119–143	NUM
fis-3252	184	2	(	(	PUNCT
fis-3252	184	3	2007	2007	NUM
fis-3252	184	4	)	)	PUNCT
fis-3252	184	5	.	.	PUNCT
fis-3252	185	1	[	[	X
fis-3252	185	2	7	7	NUM
fis-3252	185	3	]	]	X
fis-3252	185	4	de	de	X
fis-3252	185	5	lorenzis	lorenzis	PROPN
fis-3252	185	6	,	,	PUNCT
fis-3252	185	7	l.	l.	PROPN
fis-3252	185	8	,	,	PUNCT
fis-3252	185	9	nanni	nanni	PROPN
fis-3252	185	10	,	,	PUNCT
fis-3252	185	11	a.	a.	NOUN
fis-3252	185	12	:	:	PUNCT
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fis-3252	185	16	surface	surface	NOUN
fis-3252	185	17	mounted	mount	VERB
fis-3252	185	18	fiber	fiber	NOUN
fis-3252	185	19	reinforced	reinforce	VERB
fis-3252	185	20	polymer	polymer	NOUN
fis-3252	185	21	rods	rod	NOUN
fis-3252	185	22	and	and	CCONJ
fis-3252	185	23	concrete	concrete	NOUN
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fis-3252	185	25	structural	structural	ADJ
fis-3252	185	26	strengthening	strengthening	NOUN
fis-3252	185	27	.	.	PUNCT
fis-3252	186	1	aci	aci	PROPN
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fis-3252	186	3	journal	journal	PROPN
fis-3252	186	4	,	,	PUNCT
fis-3252	186	5	99(2	99(2	NOUN
fis-3252	186	6	)	)	PUNCT
fis-3252	186	7	,	,	PUNCT
fis-3252	186	8	pp	pp	ADP
fis-3252	186	9	.	.	PUNCT
fis-3252	187	1	123–133	123–133	NUM
fis-3252	187	2	(	(	PUNCT
fis-3252	187	3	2002	2002	NUM
fis-3252	187	4	)	)	PUNCT
fis-3252	187	5	.	.	PUNCT
fis-3252	188	1	[	[	X
fis-3252	188	2	8	8	NUM
fis-3252	188	3	]	]	X
fis-3252	188	4	de	de	X
fis-3252	188	5	lorenzis	lorenzis	PROPN
fis-3252	188	6	,	,	PUNCT
fis-3252	188	7	l.	l.	PROPN
fis-3252	188	8	,	,	PUNCT
fis-3252	188	9	nanni	nanni	PROPN
fis-3252	188	10	,	,	PUNCT
fis-3252	188	11	a.	a.	NOUN
fis-3252	188	12	:	:	PUNCT
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fis-3252	188	14	strengthening	strengthening	NOUN
fis-3252	188	15	of	of	ADP
fis-3252	188	16	reinforced	reinforce	VERB
fis-3252	188	17	concrete	concrete	ADJ
fis-3252	188	18	beams	beam	NOUN
fis-3252	188	19	with	with	ADP
fis-3252	188	20	nsm	nsm	PROPN
fis-3252	188	21	fibre	fibre	NOUN
fis-3252	188	22	-	-	PUNCT
fis-3252	188	23	reinforced	reinforce	VERB
fis-3252	188	24	polymer	polymer	NOUN
fis-3252	188	25	rods	rod	NOUN
fis-3252	188	26	.	.	PUNCT
fis-3252	189	1	aci	aci	PROPN
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fis-3252	189	3	.	.	PUNCT
fis-3252	190	1	j.	j.	PROPN
fis-3252	190	2	,	,	PUNCT
fis-3252	190	3	98(1	98(1	NOUN
fis-3252	190	4	)	)	PUNCT
fis-3252	190	5	,	,	PUNCT
fis-3252	190	6	pp	pp	ADP
fis-3252	190	7	.	.	PUNCT
fis-3252	191	1	60–8	60–8	NUM
fis-3252	191	2	(	(	PUNCT
fis-3252	191	3	2001	2001	NUM
fis-3252	191	4	)	)	PUNCT
fis-3252	191	5	.	.	PUNCT
fis-3252	192	1	[	[	X
fis-3252	192	2	9	9	NUM
fis-3252	192	3	]	]	X
fis-3252	192	4	el	el	PROPN
fis-3252	192	5	-	-	PUNCT
fis-3252	192	6	hacha	hacha	PROPN
fis-3252	192	7	,	,	PUNCT
fis-3252	192	8	r.	r.	PROPN
fis-3252	192	9	,	,	PUNCT
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fis-3252	192	11	,	,	PUNCT
fis-3252	192	12	s.	s.	PROPN
fis-3252	192	13	:	:	PUNCT
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fis-3252	192	15	-	-	PUNCT
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fis-3252	192	17	mounted	mount	VERB
fis-3252	192	18	fibre	fibre	NOUN
fis-3252	192	19	reinforced	reinforce	VERB
fis-3252	192	20	polymer	polymer	NOUN
fis-3252	192	21	reinforcements	reinforcement	NOUN
fis-3252	192	22	for	for	ADP
fis-3252	192	23	flexural	flexural	ADJ
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fis-3252	192	25	of	of	ADP
fis-3252	192	26	concrete	concrete	ADJ
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fis-3252	192	28	.	.	PUNCT
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fis-3252	193	6	)	)	PUNCT
fis-3252	193	7	,	,	PUNCT
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fis-3252	193	9	.	.	PUNCT
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fis-3252	194	2	-	-	SYM
fis-3252	194	3	726	726	NUM
fis-3252	194	4	(	(	PUNCT
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fis-3252	194	6	)	)	PUNCT
fis-3252	194	7	.	.	PUNCT
fis-3252	195	1	[	[	X
fis-3252	195	2	10	10	NUM
fis-3252	195	3	]	]	X
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fis-3252	195	6	r.	r.	PROPN
fis-3252	195	7	:	:	PUNCT
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fis-3252	195	14	with	with	ADP
fis-3252	195	15	near	near	ADJ
fis-3252	195	16	surface	surface	NOUN
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fis-3252	195	18	gfrp	gfrp	PROPN
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fis-3252	196	3	,	,	PUNCT
fis-3252	196	4	117c	117c	INTJ
fis-3252	196	5	,	,	PUNCT
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fis-3252	196	7	:	:	PUNCT
fis-3252	196	8	143	143	NUM
fis-3252	196	9	-	-	SYM
fis-3252	196	10	155	155	NUM
fis-3252	196	11	(	(	PUNCT
fis-3252	196	12	2014	2014	NUM
fis-3252	196	13	)	)	PUNCT
fis-3252	196	14	.	.	PUNCT
fis-3252	197	1	[	[	X
fis-3252	197	2	11	11	NUM
fis-3252	197	3	]	]	SYM
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fis-3252	197	5	,	,	PUNCT
fis-3252	197	6	e.	e.	PROPN
fis-3252	197	7	,	,	PUNCT
fis-3252	197	8	manfredi	manfredi	PROPN
fis-3252	197	9	,	,	PUNCT
fis-3252	197	10	g.	g.	PROPN
fis-3252	197	11	,	,	PUNCT
fis-3252	197	12	realfonzo	realfonzo	PROPN
fis-3252	197	13	,	,	PUNCT
fis-3252	197	14	r.	r.	PROPN
fis-3252	197	15	:	:	PUNCT
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fis-3252	197	17	and	and	CCONJ
fis-3252	197	18	modeling	modeling	NOUN
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fis-3252	197	20	bond	bond	NOUN
fis-3252	197	21	of	of	ADP
fis-3252	197	22	frp	frp	PROPN
fis-3252	197	23	rebars	rebar	NOUN
fis-3252	197	24	to	to	ADP
fis-3252	197	25	concrete	concrete	NOUN
fis-3252	197	26	,	,	PUNCT
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fis-3252	197	31	for	for	ADP
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fis-3252	197	35	)	)	PUNCT
fis-3252	197	36	,	,	PUNCT
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fis-3252	198	1	40–51	40–51	NUM
fis-3252	198	2	(	(	PUNCT
fis-3252	198	3	1997	1997	NUM
fis-3252	198	4	)	)	PUNCT
fis-3252	198	5	.	.	PUNCT
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fis-3252	199	3	]	]	X
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fis-3252	199	5	,	,	PUNCT
fis-3252	199	6	t.k	t.k	PROPN
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fis-3252	199	8	,	,	PUNCT
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fis-3252	199	16	nsm	nsm	PROPN
fis-3252	199	17	frp	frp	PROPN
fis-3252	199	18	for	for	ADP
fis-3252	199	19	flexural	flexural	ADJ
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fis-3252	199	21	of	of	ADP
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fis-3252	199	24	,	,	PUNCT
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fis-3252	199	30	)	)	PUNCT
fis-3252	199	31	,	,	PUNCT
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fis-3252	199	33	.	.	PUNCT
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fis-3252	200	2	,	,	PUNCT
fis-3252	200	3	(	(	PUNCT
fis-3252	200	4	2004	2004	NUM
fis-3252	200	5	)	)	PUNCT
fis-3252	200	6	.	.	PUNCT
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fis-3252	201	3	]	]	X
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fis-3252	201	5	,	,	PUNCT
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fis-3252	201	7	,	,	PUNCT
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fis-3252	201	9	,	,	PUNCT
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fis-3252	201	21	-	-	PUNCT
fis-3252	201	22	surface	surface	NOUN
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fis-3252	203	3	.	.	PUNCT
fis-3252	203	4	,	,	PUNCT
fis-3252	203	5	7(3	7(3	NUM
fis-3252	203	6	)	)	PUNCT
fis-3252	203	7	(	(	PUNCT
fis-3252	203	8	2003	2003	NUM
fis-3252	203	9	)	)	PUNCT
fis-3252	204	1	[	[	X
fis-3252	204	2	14	14	NUM
fis-3252	204	3	]	]	X
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fis-3252	204	6	,	,	PUNCT
fis-3252	204	7	j.m	j.m	PROPN
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fis-3252	204	9	,	,	PUNCT
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fis-3252	204	12	j.a.o	j.a.o	PROPN
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fis-3252	204	14	,	,	PUNCT
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fis-3252	204	17	r.	r.	PROPN
fis-3252	204	18	,	,	PUNCT
fis-3252	204	19	azevedo	azevedo	PROPN
fis-3252	204	20	,	,	PUNCT
fis-3252	204	21	a.f.m	a.f.m	PROPN
fis-3252	204	22	.	.	PUNCT
fis-3252	204	23	:	:	PUNCT
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fis-3252	205	5	-	-	PUNCT
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fis-3252	205	8	cfrp	cfrp	NOUN
fis-3252	205	9	laminate	laminate	NOUN
fis-3252	205	10	strips	strip	NOUN
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fis-3252	205	13	and	and	CCONJ
fis-3252	205	14	cyclic	cyclic	ADJ
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fis-3252	205	16	.	.	PUNCT
fis-3252	206	1	asce	asce	PROPN
fis-3252	206	2	,	,	PUNCT
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fis-3252	206	4	of	of	ADP
fis-3252	206	5	composites	composite	NOUN
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fis-3252	206	7	construction	construction	NOUN
fis-3252	206	8	,	,	PUNCT
fis-3252	206	9	10	10	NUM
fis-3252	206	10	,	,	PUNCT
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fis-3252	206	12	.	.	PUNCT
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fis-3252	207	2	-	-	SYM
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fis-3252	207	4	(	(	PUNCT
fis-3252	207	5	2006	2006	NUM
fis-3252	207	6	)	)	PUNCT
fis-3252	207	7	.	.	PUNCT
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fis-3252	208	3	]	]	X
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fis-3252	208	6	,	,	PUNCT
fis-3252	208	7	sena	sena	PROPN
fis-3252	208	8	-	-	PUNCT
fis-3252	208	9	cruz	cruz	PROPN
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fis-3252	208	11	,	,	PUNCT
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fis-3252	209	13	.	.	PUNCT
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fis-3252	210	5	;	;	PUNCT
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fis-3252	210	7	.	.	PUNCT
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fis-3252	211	5	et	et	PROPN
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fis-3252	211	7	,	,	PUNCT
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fis-3252	211	12	,	,	PUNCT
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fis-3252	211	14	(	(	PUNCT
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fis-3252	211	18	-	-	SYM
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fis-3252	211	20	;	;	PUNCT
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fis-3252	211	22	:	:	PUNCT
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fis-3252	211	24	/	/	SYM
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fis-3252	211	31	]	]	PUNCT
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fis-3252	211	38	strips	strip	NOUN
fis-3252	211	39	glued	glue	VERB
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fis-3252	211	42	.	.	PUNCT
fis-3252	212	1	in	in	ADP
fis-3252	212	2	:	:	PUNCT
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fis-3252	212	5	.	.	PUNCT
fis-3252	212	6	singapore	singapore	PROPN
fis-3252	212	7	:	:	PUNCT
fis-3252	212	8	world	world	NOUN
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fis-3252	212	10	,	,	PUNCT
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fis-3252	212	12	:	:	PUNCT
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fis-3252	212	14	(	(	PUNCT
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fis-3252	212	16	)	)	PUNCT
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fis-3252	213	3	]	]	X
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fis-3252	213	7	:	:	PUNCT
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fis-3252	213	10	bond	bond	NOUN
fis-3252	213	11	-	-	PUNCT
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fis-3252	213	14	in	in	ADP
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fis-3252	214	3	,	,	PUNCT
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fis-3252	214	5	,	,	PUNCT
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fis-3252	214	7	.	.	PUNCT
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fis-3252	215	2	-	-	SYM
fis-3252	215	3	123	123	NUM
fis-3252	215	4	(	(	PUNCT
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fis-3252	215	6	)	)	PUNCT
fis-3252	215	7	.	.	PUNCT
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fis-3252	216	3	]	]	PUNCT
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fis-3252	218	25	)	)	PUNCT
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fis-3252	218	30	)	)	PUNCT
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fis-3252	221	2	-	-	SYM
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fis-3252	221	4	(	(	PUNCT
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fis-3252	221	6	)	)	PUNCT
fis-3252	221	7	.	.	PUNCT
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fis-3252	223	3	,	,	PUNCT
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fis-3252	224	2	(	(	PUNCT
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fis-3252	225	21	nsm	nsm	PROPN
fis-3252	225	22	cfrp	cfrp	PROPN
fis-3252	225	23	rectangular	rectangular	ADJ
fis-3252	225	24	rods	rod	NOUN
fis-3252	225	25	.	.	PUNCT
fis-3252	226	1	composites	composite	VERB
fis-3252	226	2	part	part	NOUN
fis-3252	226	3	b	b	NOUN
fis-3252	226	4	:	:	PUNCT
fis-3252	226	5	engineering	engineering	NOUN
fis-3252	226	6	,	,	PUNCT
fis-3252	226	7	67	67	NUM
fis-3252	226	8	,	,	PUNCT
fis-3252	226	9	pp	pp	ADJ
fis-3252	226	10	.	.	PUNCT
fis-3252	227	1	95	95	NUM
fis-3252	227	2	-	-	SYM
fis-3252	227	3	110	110	NUM
fis-3252	227	4	(	(	PUNCT
fis-3252	227	5	2014	2014	NUM
fis-3252	227	6	)	)	PUNCT
fis-3252	228	1	[	[	X
fis-3252	228	2	23	23	NUM
fis-3252	228	3	]	]	X
fis-3252	228	4	perera	perera	PROPN
fis-3252	228	5	,	,	PUNCT
fis-3252	228	6	k.	k.	PROPN
fis-3252	228	7	,	,	PUNCT
fis-3252	228	8	ibell	ibell	PROPN
fis-3252	228	9	,	,	PUNCT
fis-3252	228	10	t.	t.	PROPN
fis-3252	228	11	,	,	PUNCT
fis-3252	228	12	darby	darby	PROPN
fis-3252	228	13	,	,	PUNCT
fis-3252	228	14	a.	a.	PROPN
fis-3252	228	15	,	,	PUNCT
fis-3252	228	16	denton	denton	PROPN
fis-3252	228	17	,	,	PUNCT
fis-3252	228	18	s.	s.	PROPN
fis-3252	228	19	:	:	PUNCT
fis-3252	228	20	bond	bond	NOUN
fis-3252	228	21	mechanisms	mechanism	NOUN
fis-3252	228	22	of	of	ADP
fis-3252	228	23	various	various	ADJ
fis-3252	228	24	shapes	shape	NOUN
fis-3252	228	25	of	of	ADP
fis-3252	228	26	nsm	nsm	PROPN
fis-3252	228	27	cfrp	cfrp	PROPN
fis-3252	228	28	bars	bar	NOUN
fis-3252	228	29	.	.	PUNCT
fis-3252	229	1	in	in	ADP
fis-3252	229	2	:	:	PUNCT
fis-3252	229	3	4th	4th	ADJ
fis-3252	229	4	international	international	ADJ
fis-3252	229	5	conference	conference	NOUN
fis-3252	229	6	on	on	ADP
fis-3252	229	7	advanced	advanced	ADJ
fis-3252	229	8	composites	composite	NOUN
fis-3252	229	9	in	in	ADP
fis-3252	229	10	construction	construction	NOUN
fis-3252	229	11	,	,	PUNCT
fis-3252	229	12	(	(	PUNCT
fis-3252	229	13	acic	acic	NOUN
fis-3252	229	14	09	09	NUM
fis-3252	229	15	)	)	PUNCT
fis-3252	229	16	,	,	PUNCT
fis-3252	229	17	pp	pp	ADP
fis-3252	229	18	.	.	PUNCT
fis-3252	230	1	250–257	250–257	NUM
fis-3252	230	2	,	,	PUNCT
fis-3252	230	3	edinburgh	edinburgh	NOUN
fis-3252	230	4	(	(	PUNCT
fis-3252	230	5	2009	2009	NUM
fis-3252	230	6	)	)	PUNCT
fis-3252	230	7	.	.	PUNCT
fis-3252	231	1	[	[	X
fis-3252	231	2	24	24	NUM
fis-3252	231	3	]	]	X
fis-3252	231	4	yost	yost	PROPN
fis-3252	231	5	jr	jr	PROPN
fis-3252	231	6	,	,	PUNCT
fis-3252	231	7	gross	gross	ADJ
fis-3252	231	8	sp	sp	NOUN
fis-3252	231	9	,	,	PUNCT
fis-3252	231	10	dinehart	dinehart	PROPN
fis-3252	231	11	dw	dw	PROPN
fis-3252	231	12	,	,	PUNCT
fis-3252	231	13	mildenberg	mildenberg	PROPN
fis-3252	231	14	jj	jj	PROPN
fis-3252	231	15	.	.	PROPN
fis-3252	231	16	flexural	flexural	ADJ
fis-3252	231	17	behavior	behavior	NOUN
fis-3252	231	18	of	of	ADP
fis-3252	231	19	concrete	concrete	ADJ
fis-3252	231	20	beams	beam	NOUN
fis-3252	231	21	strengthened	strengthen	VERB
fis-3252	231	22	with	with	ADP
fis-3252	231	23	near	near	ADJ
fis-3252	231	24	-	-	PUNCT
fis-3252	231	25	surface	surface	NOUN
fis-3252	231	26	mounted	mount	VERB
fis-3252	231	27	cfrp	cfrp	NOUN
fis-3252	231	28	strips	strip	NOUN
fis-3252	231	29	.	.	PUNCT
fis-3252	232	1	aci	aci	PROPN
fis-3252	232	2	struct	struct	NOUN
fis-3252	232	3	j	j	PROPN
fis-3252	232	4	2007;104(4):430e7	2007;104(4):430e7	NUM
fis-3252	232	5	.	.	PUNCT
fis-3252	233	1	[	[	X
fis-3252	233	2	25	25	NUM
fis-3252	233	3	]	]	PUNCT
fis-3252	233	4	sharaky	sharaky	PROPN
fis-3252	233	5	,	,	PUNCT
fis-3252	233	6	i.a	i.a	PROPN
fis-3252	233	7	.	.	PROPN
fis-3252	233	8	,	,	PUNCT
fis-3252	233	9	torres	torres	PROPN
fis-3252	233	10	,	,	PUNCT
fis-3252	233	11	l.	l.	PROPN
fis-3252	233	12	,	,	PUNCT
fis-3252	233	13	baena	baena	PROPN
fis-3252	233	14	,	,	PUNCT
fis-3252	233	15	m.	m.	NOUN
fis-3252	233	16	,	,	PUNCT
fis-3252	233	17	miàs	miàs	NOUN
fis-3252	233	18	,	,	PUNCT
fis-3252	233	19	c.	c.	NOUN
fis-3252	233	20	:	:	PUNCT
fis-3252	233	21	an	an	DET
fis-3252	233	22	experimental	experimental	ADJ
fis-3252	233	23	study	study	NOUN
fis-3252	233	24	of	of	ADP
fis-3252	233	25	different	different	ADJ
fis-3252	233	26	factors	factor	NOUN
fis-3252	233	27	affecting	affect	VERB
fis-3252	233	28	the	the	DET
fis-3252	233	29	bond	bond	NOUN
fis-3252	233	30	of	of	ADP
fis-3252	233	31	nsm	nsm	PROPN
fis-3252	233	32	frp	frp	PROPN
fis-3252	233	33	bars	bar	NOUN
fis-3252	233	34	in	in	ADP
fis-3252	233	35	concrete	concrete	NOUN
fis-3252	233	36	.	.	PUNCT
fis-3252	234	1	composite	composite	ADJ
fis-3252	234	2	structures	structure	NOUN
fis-3252	234	3	,	,	PUNCT
fis-3252	234	4	99	99	NUM
fis-3252	234	5	,	,	PUNCT
fis-3252	234	6	pp	pp	ADJ
fis-3252	234	7	.	.	PUNCT
fis-3252	235	1	350–365	350–365	NUM
fis-3252	235	2	(	(	PUNCT
fis-3252	235	3	2013	2013	NUM
fis-3252	235	4	)	)	PUNCT
fis-3252	235	5	.	.	PUNCT
fis-3252	236	1	[	[	X
fis-3252	236	2	26	26	NUM
fis-3252	236	3	]	]	X
fis-3252	236	4	teng	teng	PROPN
fis-3252	236	5	jg	jg	PROPN
fis-3252	236	6	,	,	PUNCT
fis-3252	236	7	zhang	zhang	PROPN
fis-3252	236	8	ss	ss	PROPN
fis-3252	236	9	,	,	PUNCT
fis-3252	236	10	chen	chen	PROPN
fis-3252	236	11	jf	jf	PROPN
fis-3252	236	12	.	.	PROPN
fis-3252	236	13	strength	strength	PROPN
fis-3252	236	14	model	model	NOUN
fis-3252	236	15	for	for	ADP
fis-3252	236	16	end	end	NOUN
fis-3252	236	17	cover	cover	NOUN
fis-3252	236	18	separation	separation	NOUN
fis-3252	236	19	failure	failure	NOUN
fis-3252	236	20	in	in	ADP
fis-3252	236	21	rc	rc	PROPN
fis-3252	236	22	beams	beam	NOUN
fis-3252	236	23	strengthened	strengthen	VERB
fis-3252	236	24	with	with	ADP
fis-3252	236	25	nearsurface	nearsurface	NOUN
fis-3252	236	26	mounted	mount	VERB
fis-3252	236	27	(	(	PUNCT
fis-3252	236	28	nsm	nsm	NOUN
fis-3252	236	29	)	)	PUNCT
fis-3252	236	30	frp	frp	PROPN
fis-3252	236	31	strips	strip	NOUN
fis-3252	236	32	.	.	PUNCT
fis-3252	237	1	eng	eng	PROPN
fis-3252	237	2	struct	struct	NOUN
fis-3252	237	3	2016	2016	NUM
fis-3252	237	4	;	;	PUNCT
fis-3252	237	5	110:222e32	110:222e32	NUM
fis-3252	237	6	.	.	PUNCT
fis-3252	238	1	[	[	X
fis-3252	238	2	27	27	NUM
fis-3252	238	3	]	]	X
fis-3252	238	4	nanni	nanni	PROPN
fis-3252	238	5	,	,	PUNCT
fis-3252	238	6	a.	a.	PROPN
fis-3252	238	7	,	,	PUNCT
fis-3252	238	8	di	di	NOUN
fis-3252	238	9	ludovico	ludovico	PROPN
fis-3252	238	10	,	,	PUNCT
fis-3252	238	11	m.	m.	NOUN
fis-3252	238	12	,	,	PUNCT
fis-3252	238	13	parretti	parretti	PROPN
fis-3252	238	14	,	,	PUNCT
fis-3252	238	15	r.	r.	PROPN
fis-3252	238	16	shear	shear	PROPN
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fis-3252	238	18	of	of	ADP
fis-3252	238	19	a	a	DET
fis-3252	238	20	pc	pc	NOUN
fis-3252	238	21	bridge	bridge	NOUN
fis-3252	238	22	girder	girder	NOUN
fis-3252	238	23	with	with	ADP
fis-3252	238	24	nsm	nsm	PROPN
fis-3252	238	25	cfrp	cfrp	PROPN
fis-3252	238	26	rectangular	rectangular	ADJ
fis-3252	238	27	bars	bar	NOUN
fis-3252	238	28	.	.	PUNCT
fis-3252	239	1	advances	advance	NOUN
fis-3252	239	2	in	in	ADP
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fis-3252	239	4	engineering	engineering	NOUN
fis-3252	239	5	,	,	PUNCT
fis-3252	239	6	7(4	7(4	NUM
fis-3252	239	7	)	)	PUNCT
fis-3252	239	8	,	,	PUNCT
fis-3252	239	9	pp	pp	PROPN
fis-3252	239	10	.	.	PUNCT
fis-3252	240	1	297	297	NUM
fis-3252	240	2	-	-	SYM
fis-3252	240	3	309	309	NUM
fis-3252	240	4	(	(	PUNCT
fis-3252	240	5	2004	2004	NUM
fis-3252	240	6	)	)	PUNCT
fis-3252	241	1	[	[	X
fis-3252	241	2	28	28	NUM
fis-3252	241	3	]	]	X
fis-3252	241	4	ding	ding	NOUN
fis-3252	241	5	,	,	PUNCT
fis-3252	241	6	y.	y.	PROPN
fis-3252	241	7	,	,	PUNCT
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fis-3252	241	9	,	,	PUNCT
fis-3252	241	10	x.	x.	PROPN
fis-3252	241	11	,	,	PUNCT
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fis-3252	241	14	y.	y.	PROPN
fis-3252	241	15	,	,	PUNCT
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fis-3252	241	19	,	,	PUNCT
fis-3252	241	20	f.	f.	PROPN
fis-3252	241	21	,	,	PUNCT
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fis-3252	241	23	,	,	PUNCT
fis-3252	241	24	j.b	j.b	PROPN
fis-3252	241	25	.	.	PUNCT
fis-3252	241	26	:	:	PUNCT
fis-3252	242	1	fibres	fibre	NOUN
fis-3252	242	2	for	for	ADP
fis-3252	242	3	enhancing	enhance	VERB
fis-3252	242	4	of	of	ADP
fis-3252	242	5	the	the	DET
fis-3252	242	6	bond	bond	NOUN
fis-3252	242	7	capacity	capacity	NOUN
fis-3252	242	8	between	between	ADP
fis-3252	242	9	gfrp	gfrp	PROPN
fis-3252	242	10	rebar	rebar	NOUN
fis-3252	242	11	and	and	CCONJ
fis-3252	242	12	concrete	concrete	NOUN
fis-3252	242	13	.	.	PUNCT
fis-3252	243	1	construction	construction	NOUN
fis-3252	243	2	and	and	CCONJ
fis-3252	243	3	building	building	NOUN
fis-3252	243	4	materials	material	NOUN
fis-3252	243	5	,	,	PUNCT
fis-3252	243	6	51	51	NUM
fis-3252	243	7	,	,	PUNCT
fis-3252	243	8	pp	pp	CCONJ
fis-3252	243	9	:	:	PUNCT
fis-3252	243	10	303	303	NUM
fis-3252	243	11	-	-	SYM
fis-3252	243	12	312	312	NUM
fis-3252	243	13	(	(	PUNCT
fis-3252	243	14	2014	2014	NUM
fis-3252	243	15	)	)	PUNCT
fis-3252	243	16	.	.	PUNCT
fis-3252	244	1	[	[	X
fis-3252	244	2	29	29	NUM
fis-3252	244	3	]	]	SYM
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fis-3252	244	5	,	,	PUNCT
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fis-3252	244	7	,	,	PUNCT
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fis-3252	244	9	,	,	PUNCT
fis-3252	244	10	m.	m.	NOUN
fis-3252	244	11	,	,	PUNCT
fis-3252	244	12	ben	ben	PROPN
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fis-3252	244	16	:	:	PUNCT
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fis-3252	244	18	parameter	parameter	NOUN
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fis-3252	244	20	of	of	ADP
fis-3252	244	21	gfrp	gfrp	PROPN
fis-3252	244	22	rc	rc	PROPN
fis-3252	244	23	beams	beam	NOUN
fis-3252	244	24	.	.	PUNCT
fis-3252	245	1	construction	construction	NOUN
fis-3252	245	2	and	and	CCONJ
fis-3252	245	3	building	building	NOUN
fis-3252	245	4	materials	material	NOUN
fis-3252	245	5	,	,	PUNCT
fis-3252	245	6	29	29	NUM
fis-3252	245	7	,	,	PUNCT
fis-3252	245	8	pp	pp	ADJ
fis-3252	245	9	.	.	PUNCT
fis-3252	246	1	627	627	NUM
fis-3252	246	2	-	-	SYM
fis-3252	246	3	632	632	NUM
fis-3252	246	4	(	(	PUNCT
fis-3252	246	5	2012	2012	NUM
fis-3252	246	6	)	)	PUNCT
fis-3252	247	1	[	[	X
fis-3252	247	2	30	30	NUM
fis-3252	247	3	]	]	X
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fis-3252	247	7	c.	c.	PROPN
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fis-3252	247	9	,	,	PUNCT
fis-3252	247	10	g.	g.	PROPN
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fis-3252	247	12	,	,	PUNCT
fis-3252	247	13	j.w	j.w	PROPN
fis-3252	247	14	.	.	PROPN
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fis-3252	247	16	,	,	PUNCT
fis-3252	247	17	t.	t.	PROPN
fis-3252	247	18	blanksvärd	blanksvärd	PROPN
fis-3252	247	19	,	,	PUNCT
fis-3252	247	20	b.	b.	PROPN
fis-3252	247	21	täljsten	täljsten	PROPN
fis-3252	247	22	,	,	PUNCT
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fis-3252	247	24	of	of	ADP
fis-3252	247	25	rc	rc	PROPN
fis-3252	247	26	beams	beam	NOUN
fis-3252	247	27	using	use	VERB
fis-3252	247	28	bottom	bottom	ADJ
fis-3252	247	29	and	and	CCONJ
fis-3252	247	30	side	side	NOUN
fis-3252	247	31	nsm	nsm	PROPN
fis-3252	247	32	reinforcement	reinforcement	NOUN
fis-3252	247	33	,	,	PUNCT
fis-3252	247	34	compos	compos	NOUN
fis-3252	247	35	.	.	PUNCT
fis-3252	248	1	b	b	X
fis-3252	249	1	eng	eng	PROPN
fis-3252	249	2	.	.	PROPN
fis-3252	249	3	149	149	NUM
fis-3252	249	4	(	(	PUNCT
fis-3252	249	5	2018	2018	NUM
fis-3252	249	6	)	)	PUNCT
fis-3252	249	7	82–91	82–91	NUM
fis-3252	250	1	[	[	X
fis-3252	250	2	31	31	NUM
fis-3252	250	3	]	]	PUNCT
fis-3252	250	4	aci	aci	PROPN
fis-3252	250	5	440	440	NUM
fis-3252	250	6	1r-15	1r-15	NUM
fis-3252	250	7	.	.	PUNCT
fis-3252	251	1	guide	guide	NOUN
fis-3252	251	2	for	for	ADP
fis-3252	251	3	the	the	DET
fis-3252	251	4	design	design	NOUN
fis-3252	251	5	and	and	CCONJ
fis-3252	251	6	construction	construction	NOUN
fis-3252	251	7	of	of	ADP
fis-3252	251	8	structural	structural	ADJ
fis-3252	251	9	concrete	concrete	NOUN
fis-3252	251	10	reinforced	reinforce	VERB
fis-3252	251	11	with	with	ADP
fis-3252	251	12	frp	frp	PROPN
fis-3252	251	13	bars	bar	NOUN
fis-3252	251	14	.	.	PUNCT
fis-3252	252	1	farmington	farmington	PROPN
fis-3252	252	2	hills	hills	PROPN
fis-3252	252	3	,	,	PUNCT
fis-3252	252	4	mi	mi	PROPN
fis-3252	252	5	:	:	PUNCT
fis-3252	252	6	american	american	PROPN
fis-3252	252	7	concrete	concrete	PROPN
fis-3252	252	8	institute	institute	PROPN
fis-3252	252	9	(	(	PUNCT
fis-3252	252	10	aci	aci	PROPN
fis-3252	252	11	)	)	PUNCT
fis-3252	252	12	;	;	PUNCT
fis-3252	252	13	2007	2007	NUM
fis-3252	252	14	.	.	PUNCT
fis-3252	253	1	[	[	X
fis-3252	253	2	32	32	NUM
fis-3252	253	3	]	]	PUNCT
fis-3252	253	4	astm	astm	PROPN
fis-3252	253	5	d	d	PROPN
fis-3252	253	6	3039	3039	NUM
fis-3252	253	7	/	/	SYM
fis-3252	253	8	d	d	NOUN
fis-3252	253	9	3039	3039	NUM
fis-3252	253	10	m	m	NUM
fis-3252	253	11	08	08	NUM
fis-3252	253	12	.	.	PUNCT
fis-3252	254	1	standard	standard	ADJ
fis-3252	254	2	test	test	NOUN
fis-3252	254	3	method	method	NOUN
fis-3252	254	4	for	for	ADP
fis-3252	254	5	tensile	tensile	NOUN
fis-3252	254	6	properties	property	NOUN
fis-3252	254	7	of	of	ADP
fis-3252	254	8	polymer	polymer	NOUN
fis-3252	254	9	matrix	matrix	NOUN
fis-3252	254	10	composite	composite	ADJ
fis-3252	254	11	materials	material	NOUN
fis-3252	254	12	.	.	PUNCT
fis-3252	255	1	american	american	PROPN
fis-3252	255	2	standard	standard	PROPN
fis-3252	255	3	of	of	ADP
fis-3252	255	4	testing	testing	NOUN
fis-3252	255	5	and	and	CCONJ
fis-3252	255	6	materials	material	NOUN
fis-3252	255	7	,	,	PUNCT
fis-3252	255	8	2008	2008	NUM
fis-3252	255	9	.	.	PUNCT